Construciton of bridge block Dharangaon,Jalgaon

Amount

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 1) For abutment i) for Medium Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 2) For pier iii) for Heavy Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

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

Sand Filling. Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

PCC M-25 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying Boulder Appron. 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 (Rate is excluding Royalty for stone boulder)

Substructure Works : - Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 II. R.C.C M 25

I) 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 MORD 2014 Clauses 614, 709 b) P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 2004 Clause 1204.3.8 I) Granular material

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification MORD 2014 Clause 1302.3

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

Plain / reinforced cement concrete R.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Plain / reinforced cement concrete R.C.C. grade M-25 Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

Superstructure Work : -Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Filler Joint V) Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications (250 mm deep) As per MORD Specification 2014 clause no. 1403.4.1

Filler Joint II) A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means A) In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means B) In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. A) with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Construction of granular sub-base by providing well graded material using 50% hand broken metal, 50% hard murum, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete Grading - I as per Technical Specification as per MORD 2014 Clause 401.

Water Bound Macadam with Crushable Screenings 2) WBM Grading 2 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 2. A) By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat (l) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. A) 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means (I) Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C B. By Mechanical Means Case - I : Type A (I) Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 ii) 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 v) 600 mm x 450 mm rectangular

Metal Beam Crash Barrier Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Supplying and Fixing of Cat's Eye 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.

Road Delineators 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 15 cm 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

Providing white and colour washing to road side trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 1) For abutment i) for Medium Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 2) For pier iii) for Heavy Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

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

Sand Filling. Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

PCC M-25 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying Boulder Appron. 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 (Rate is excluding Royalty for stone boulder)

Substructure Works : - Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 II. R.C.C M 25

I) 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 MORD 2014 Clauses 614, 709 b) P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 2004 Clause 1204.3.8 I) Granular material

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification MORD 2014 Clause 1302.3

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

Plain / reinforced cement concrete R.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Plain / reinforced cement concrete R.C.C. grade M-25 Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

Superstructure Work : -Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Filler Joint V) Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications (250 mm deep) As per MORD Specification 2014 clause no. 1403.4.1

Filler Joint II) A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means A) In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means B) In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. A) with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Construction of granular sub-base by providing well graded material using 50% hand broken metal, 50% hard murum, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete Grading - I as per Technical Specification as per MORD 2014 Clause 401.

Water Bound Macadam with Crushable Screenings 2) WBM Grading 2 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 2. A) By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat (l) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. A) 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means (I) Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C B. By Mechanical Means Case - I : Type A (I) Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 ii) 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 v) 600 mm x 450 mm rectangular

Metal Beam Crash Barrier Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Supplying and Fixing of Cat's Eye 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.

Road Delineators 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 15 cm 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

Providing white and colour washing to road side trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 1) For abutment i) for Medium Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foudnation (A 2) For pier iii) for Heavy Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

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

Sand Filling. Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

PCC M-25 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying Boulder Appron. 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 (Rate is excluding Royalty for stone boulder)

Substructure Works : - Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 II. R.C.C M 25

I) 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 MORD 2014 Clauses 614, 709 b) P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 2004 Clause 1204.3.8 I) Granular material

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification MORD 2014 Clause 1302.3

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

Plain / reinforced cement concrete R.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Plain / reinforced cement concrete R.C.C. grade M-25 Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

Superstructure Work : -Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Filler Joint V) Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications (250 mm deep) As per MORD Specification 2014 clause no. 1403.4.1

Filler Joint II) A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means A) In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. ll) By Mechanical Means B) In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. A) with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Construction of granular sub-base by providing well graded material using 50% hand broken metal, 50% hard murum, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete Grading - I as per Technical Specification as per MORD 2014 Clause 401.

Water Bound Macadam with Crushable Screenings 2) WBM Grading 2 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 2. A) By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat (l) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. A) 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means (I) Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C B. By Mechanical Means Case - I : Type A (I) Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 ii) 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 v) 600 mm x 450 mm rectangular

Metal Beam Crash Barrier Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Supplying and Fixing of Cat's Eye 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.

Road Delineators 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 15 cm 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

Providing white and colour washing to road side trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring Prohibeted) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For abutment for Normal Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For pier for Normal Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Filling annular space around footing in rock as per technical specification MORD 2014 Clause 1203. P.C.C grade M 15

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

Substructure Works : - Plain / reinforced cement concrete P.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 20 Nominal mix (1:1.5:3)

Filler Joint Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

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 MORD 2014 Clauses 614, 709 P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

P. C. C. grade M - 15 Concrete By using 5% Fly ash Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Superstructure Work : -Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 R.C.C M 25

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Granular Sub-base with Well Graded Material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock(Table 400.1) Construction of granular sub-base by providing well graded material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Water Bound Macadam with Crushable Screenings WBM Grading 2 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 2. By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C By Mechanical Means Case - I : Type A Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm x 450 mm rectangular

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring Prohibeted) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For abutment for Normal Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For pier for Normal Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Filling annular space around footing in rock as per technical specification MORD 2014 Clause 1203. P.C.C grade M 15

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

Substructure Works : - Plain / reinforced cement concrete P.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 20 Nominal mix (1:1.5:3)

Filler Joint Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

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 MORD 2014 Clauses 614, 709 P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

P. C. C. grade M - 15 Concrete By using 5% Fly ash Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Superstructure Work : -Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 R.C.C M 25

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Granular Sub-base with Well Graded Material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock(Table 400.1) Construction of granular sub-base by providing well graded material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Water Bound Macadam with Crushable Screenings WBM Grading 2 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 2. By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C By Mechanical Means Case - I : Type A Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm x 450 mm rectangular

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth As per MORD - 2014 Specification clause No. 305

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring Prohibeted) Upto 3 m depth including 1.5 m depth in hard rock As per MORD - 2014 Specification clause No. 305

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For abutment for Normal Dewatering

Foundation Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For open Foudnation For pier for Normal Dewatering

Foundation Work : -Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications as per MORD - 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Filling annular space around footing in rock as per technical specification MORD 2014 Clause 1203. P.C.C grade M 15

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

Substructure Works : - Plain / reinforced cement concrete P.C.C. grade M-20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD - 2014 Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 20 Nominal mix (1:1.5:3)

Filler Joint Providing Tar paper bearing of approved quality in proper size etc. complete As per MORD 2014 clause No. 1402

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 MORD 2014 Clauses 614, 709 P.V.C. pipe 100 mm dia

Providing 90cm. thick flexible stone mat complete. As directed by Engineer-in-charge.

Providing trap/ granite/ quartzite/ gneiss rubble filling behind the abutment, returns or wings. Spec.No. : BR.57 Page No. 151

P. C. C. grade M - 15 Concrete By using 5% Fly ash Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Superstructure Work : -Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1401.4.1 R.C.C M 25

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications MORD 2014 Clauses 800 and 1404.2.2

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002 and 1202

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification MORD 2014 Clause 1207.2.3

Filler Joint A Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications MORD 2014 Clause 1404.3.5.1

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification MORD 2014 Clause 1701

Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification MORD 2014 Clause 1701 English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1600 cm

Approach Road,Traffic Sign,Marking,Road Safety & Road Furniture : -Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of non-thorny jungle Technical Specification MoRD 2014 Clause 201.

Clearing and Grubbing Road Land 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of thorny jungle Technical Specification MoRD 2014 Clause 201.

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. with a lead more than 250 m Technical Specification MoRD 2014 Tables 300.1 and 300.2 Clause 301.5.

Granular Sub-base with Well Graded Material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock(Table 400.1) Construction of granular sub-base by providing well graded material of 50% Hand Broken Metal, 25% Crushed Metal and 25% Ordinary Rock spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Water Bound Macadam with Crushable Screenings WBM Grading 2 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 2. By Manual Means Technical Specification MoRD 2014 Clause 405.

Construction of Subgrade and Earthen Shoulders. 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 MORD 2014, Clause 303.1.

Supplying hard murum/ kankar at the road side, including conveying and stacking complete. Spec.No. : As per MORTH Specification cause No. 408

Spreading gravel/ sand/ soft murum/ hard murum over rubble soling / W.B.M. surface complete. As per MORTH Specification cause No. 408

Compacting the hard murum blanketing with power roller including artificial watering complete. (Note : Rate is for actual area compacted) Spec.No. : As per MORTH Specification cause No. 408

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom. Technical Specification MoRD 2014 Clause 503

Modified Penetration Macadam Construction of 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 achieve the desired degree of compaction. 50 mm thick Bitumen (S-65) 60/70 - VG-30 Technical Specification MoRD 2004 Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. Case - II By Mechanical Means Bitumen (S-65) VG-30 using Waste Plastic Technical Specification MoRD 2014 Clause 506.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C By Mechanical Means Case - I : Type A Bitumen (S-65) VG-30 Technical Specification MoRD 2014 Clause 508.

Providing Guard stone/ boundary stone Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and white washing complete Spec. No.: As per MORTH Specification Clause No. 807

Citizen Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Rate As per RD and WC Deptt. No. CMGSY - 2007 / CR / 145 / Yojana - 9 Dt. 04 / 04 / 2007

Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 as per MORD - 2014

Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 As per MORD - 2014

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm equilateral triangle

Traffic Signs B Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 As per MORD - 2014 600 mm x 450 mm rectangular

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Abhishek Construction