Upgradation and five year Routine Maintenance ADB -SIN-06 Tal. Sawantwadi ,Dist-Sindhudurg

Amount

Bill No. 1 Site Clearance, Dismantling and Earth Works

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 as per Technical Specification Clause 201. In area of Non thorny jungle

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 as per Technical Specification Clause 201. In area of thorny jungle

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts upto 1.5 m & lead up to 1000 m, as per Technical Specification Clause 302.3

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical specification clause 302.3.5

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

Construction of Embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with material obtained from Borrw pit 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Compacting Original Ground Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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

Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications.

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Granular Sub-base with Well Graded Material- By mix in Place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.grade I material

Water Bound Macadam GRADE II Sub-base/base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Tack Coat 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 as per Technical Specification Clause 503. by RS-1By Mechanical Means

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 as per Technical Specification Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous with s-65 bitumen 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 followed by seal coat of either Type A or B, or C, as per Technical Specification Clause 508. (Excluding Sealcoat )

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 or B, or C, as per Technical Specification Clause 510

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

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.(in soft soil ) up to 3.00 m depth by mechanical means

Earthwork in Excavation for foundation of structure upto 3 mt depth as per drawing and technical specification including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material etc. complete.(In Hard Rock) blasting prohibited

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-10 nominal mix 1:3:6

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-15 nominal mix (1:2.5:5)

Plain cement concrete in substructure complete as per drawing and technical specification.clause 802,804,805,806,807,1202, 1204 for height up to 5.0 m for PCC M-15 nominal mix 1:2.5:5 For substructure

Providing and laying reinforced cement concrete 1000 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 1200 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 600 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular Material

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structures with slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification clause 614,709,1204,3.7

filter media Providing and laying filter media with granular crushed aggregates asper specification to a thickness of not less than 600mm 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 asper drawing and technical specification Clause 1204.3.8

Supplying ,fitting and placing TMT bar reinforcement sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 100 and 1202 For Foundation

Supplying ,fitting and placing TMT bar reinforcement ( FE415) sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 1005,1010and 1202 For Foundation as per 11.6 For Sub structure

Supplying ,fitting and placing TMT bar reinforcement ( FE415) sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 1005,1010and 1202 For Foundation as per 11.6 Steel for Superstructure

Providing amd laying reinforced cement concrete pipes NP2 for culvarts on first class bedding of granular material in single row including providing fixing collers in cement morter 1:2 but excluding excavation , protction works , backfilling concrete and masonary works in head walls and parapets clause 1106 600 mm diameter

Only labour chargesfor laying old RCC pipe

Painting two coats on new concrete surface paintig two coats including primer coat after filling the surface with syathnic enameled pain in all shades on new plastered / concrete surface as per drawing and technical specification 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 Clause 1701 English / roman

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

Boulder Appron Providing and laying of bolder apron laid in wire crates with 4mm dia GI wire confirming ti IS 280 and IS 4826 in 100mm x 100mm (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications .clause 1301

Providing Latrite stone masanary in cm 1:6 for foundation and plinth including striking joints on the unexposed faces and watering complete. ( latrite stone six sides cut and thickness of morter joints be 12 mm max.)

Dewatering for (a/b/c/d/e)-in-(A/B/C) including diversion of stream providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actul initial natural water level for start of tha Raft and Cut off wall

Dewatering for (a/b/c/d/e)-in-(A/B/C) including diversion of stream providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actul initial natural water level for start of tha Returns

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20 for Pier and abutment

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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For R C C Slab in M-25 and curbing

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 tech. specifiaction clause 1208

Providing and fixing in position tar paper bearing as per detailed drawing etc comp

Providing and fixing 25mm thick in position expansion joint with bituminious pad as per drawing and technical specofocatopm Clause 107.2.2

Providing pressure relife pipe 100 mm dia . In bottam slab of box cell on a filtter meadia base of 500 mm x 500 mm as per drawing and technical specification clause 1205.5.7

Construction Joints Providing and filling joints sealing compound as per drawing and technical specification with corse sand and 6% bitumen by weght

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For RCC M-25 for raft slab

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For RCC M-20 for cut off wall

Filling( sand) in foundataion trenches as per detailed drawing and technical specification clause 305.3.9 Sand Filling

Providing steel anchor dowel bars including drilling holes of 75 mm dia in rock placing the dowell in position and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable MS pipe

Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc complete including lead of 50mt.

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

Guard Stone Providing and fixing Reinforced cement concrete M-15 grade Gaurd Stone of Size 20x20x75 cm including fixing in ground and white washing etc. complete

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

Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

Traffic Signs 900 mm equilateral triangle 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 Semi Reflective Traffic Signs 900 mm equilateral triangle

Traffic Signs 900x 600 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600x 450 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600 mm circular 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 Semi Reflective Traffic Signs

Providing and Fixing Citizen Information Board Providing and fixing Semi refeflective type 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 will be with reflective engineering grade tape as per MORD specifications of required shade and colour. 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 & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)

Providing and applying hot applied tharmoplastic reflective pavaement paint, marking paint for trafic lane strip 100 mm wide and 3mm tk. On road surface with 10% of binder and 60 % fillar materrial as per MORT and H specification including cleaning road surface with all dirt, dust and other foren materials demarcating of the site managing the traffic etc. complete with three years garantee

Supplying and fixing of molded shank raised pavement markers/ cat's eyes made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering 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 50mm,100mm and 100 +/-2 mm with minium 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 ledd than 30+/-2 mm) from the body is to be a minium 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 manufactures recommendation and complete as directed by the engineer The contractor shall submit a two year warranty for satisfactory field performance ancluding stipulated retro-reflectance of the reflecting panel to the engineer

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 80x100 rectangular or 75 mmdia circular reflectorised panels at the top burried or pressed into the ground and confirming to IRC 79 and the drawings

Shifting of Eletric Line/ Teliphone Line Pole Removal of teliphone/ electric poles with wire including excavation and dismantaling of foundation concrete and lines under the supervision of concerned department disposal with all lifts and up to lead of 1000 m and stacking the serviceable material separately as per technical specification clause 202

Pipe line shifting shifting of water supply line distmentling of exis tng water supply line and providing new water supply iine of pvc pipe

Bill No. 1 Site Clearance, Dismantling and Earth Works

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 as per Technical Specification Clause 201. In area of Non thorny jungle

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 as per Technical Specification Clause 201. In area of thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling compaction of back filling and stacking of serviceable material by manual means with all lifts asper Technical Specification clause 201 Lead upto 1000 m. Girth from 300 to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling compaction of back filling and stacking of serviceable material by manual means with all lifts asper Technical Specification clause 201 Lead upto 1000 m. Girth from 600 to 900 mm

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts upto 1.5 m & lead up to 1000 m, as per Technical Specification Clause 302.3

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical specification clause 302.3.5

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

Construction of Embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with material obtained from Borrw pit Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Compacting Original Ground Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete.

Dismanteling Stone Masonary -Dismentaling of exisiting structure like culvert, bridges, retaining walls and other structure comprsing of masonary,cement concrete, wood work, steel work, including T & P and sacffolding whereever necessary, sorting the dismantled material etc. complete with all lifts and lead of 1000 mt as per technical Specification clause 202

Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications.

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Granular Sub-base with Well Graded Material- By mix in Place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.grade I material

Water Bound Macadam GRADE II Sub-base/base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

Construction of Shoulders Material available from Excavated material Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Tack Coat 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 as per Technical Specification Clause 503. by RS-1By Mechanical Means

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 as per Technical Specification Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous with s-65 bitumen 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 followed by seal coat of either Type A or B, or C, as per Technical Specification Clause 508. (Excluding Sealcoat )

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 or B, or C, as per Technical Specification Clause 510

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

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.(in soft soil ) up to 3.00 m depth by mechanical means

Earthwork in Excavation for foundation of structure upto 3 mt depth as per drawing and technical specification including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material etc. complete.(In Hard Rock) blasting prohibited

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-10 nominal mix 1:3:6

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-15 nominal mix (1:2.5:5)

Plain cement concrete in substructure complete as per drawing and technical specification.clause 802,804,805,806,807,1202, 1204 for height up to 5.0 m for PCC M-15 nominal mix 1:2.5:5 For substructure

Providing and laying reinforced cement concrete 1000 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 1200 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 600 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structures with slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification clause 614,709,1204,3.7

filter media Providing and laying filter media with granular crushed aggregates asper specification to a thickness of not less than 600mm 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 asper drawing and technical specification Clause 1204.3.8

Providing amd laying reinforced cement concrete pipes NP2 for culvarts on first class bedding of granular material in single row including providing fixing collers in cement morter 1:2 but excluding excavation , protction works , backfilling concrete and masonary works in head walls and parapets clause 1106 600 mm diameter

Supplying ,fitting and placing TMT bar reinforcement ( FE415) sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 1005,1010and 1202 For Foundation as per 11.6 Steel for Superstructure

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular Material

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Only labour chargesfor laying old RCC pipe

Painting two coats on new concrete surface paintig two coats including primer coat after filling the surface with syathnic enameled pain in all shades on new plastered / concrete surface as per drawing and technical specification 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 Clause 1701 English / roman

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

Boulder Appron Providing and laying of bolder apron laid in wire crates with 4mm dia GI wire confirming ti IS 280 and IS 4826 in 100mm x 100mm (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications .clause 1301

Providing Latrite stone masanary in cm 1:6 for foundation and plinth including striking joints on the unexposed faces and watering complete. ( latrite stone six sides cut and thickness of morter joints be 12 mm max.)

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5 Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

Guard Stone Providing and fixing Reinforced cement concrete M-15 grade Gaurd Stone of Size 20x20x75 cm including fixing in ground and white washing etc. complete

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

Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

Traffic Signs 900 mm equilateral triangle 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 Semi Reflective Traffic Signs 900 mm equilateral triangle

Traffic Signs 900x 600 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600x 450 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600 mm circular 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 Semi Reflective Traffic Signs

Providing and Fixing Citizen Information Board Providing and fixing Semi refeflective type 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 will be with reflective engineering grade tape as per MORD specifications of required shade and colour. 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 & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)

Providing and applying hot applied tharmoplastic reflective pavaement paint, marking paint for trafic lane strip 100 mm wide and 3mm tk. On road surface with 10% of binder and 60 % fillar materrial as per MORT and H specification including cleaning road surface with all dirt, dust and other foren materials demarcating of the site managing the traffic etc. complete with three years garantee

Supplying and fixing of molded shank raised pavement markers/ cat's eyes made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering 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 50mm,100mm and 100 +/-2 mm with minium 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 ledd than 30+/-2 mm) from the body is to be a minium 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 manufactures recommendation and complete as directed by the engineer The contractor shall submit a two year warranty for satisfactory field performance ancluding stipulated retro-reflectance of the reflecting panel to the engineer

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 80x100 rectangular or 75 mmdia circular reflectorised panels at the top burried or pressed into the ground and confirming to IRC 79 and the drawings

Shifting of Eletric Line/ Teliphone Line Pole Removal of teliphone/ electric poles with wire including excavation and dismantaling of foundation concrete and lines under the supervision of concerned department disposal with all lifts and up to lead of 1000 m and stacking the serviceable material separately as per technical specification clause 202

Pipe line shifting shifting of water supply line distmentling of exis tng water supply line and providing new water supply iine of pvc pipe

Bill No. 1 Site Clearance, Dismantling and Earth Works

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 as per Technical Specification Clause 201. In area of Non thorny jungle

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 as per Technical Specification Clause 201. In area of thorny jungle

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts upto 1.5 m & lead up to 1000 m, as per Technical Specification Clause 302.3

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical specification clause 302.3.5 (iii

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

Construction of Embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with material obtained from Borrw pit 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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Compacting Original Ground Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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

Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications.

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Granular Sub-base with Well Graded Material- By mix in Place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.grade I material

Water Bound Macadam GRADE II Sub-base/base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

Construction of Shoulders Material available from Excavated material Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Tack Coat 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 as per Technical Specification Clause 503. by RS-1By Mechanical Means

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 as per Technical Specification Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous with s-65 bitumen 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 followed by seal coat of either Type A or B, or C, as per Technical Specification Clause 508. (Excluding Sealcoat )

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 or B, or C, as per Technical Specification Clause 510

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet)

Polyethylene sheet Providing & laying 125 micron low density Polyethylene ( LDPE) sheet confirming to IS 3395 : 1997 below concrete pavment including all material and labour complete .

Providing and fixing in position TMT FE 50 25 mm dia. Dowel bars precoated with anticorrosive epoxy paint of required diameter 60 cm long and at 30.0 cm C/C and wherever directed including handling strengthening necessary cutting suported by TMT FE 500 chairs with proper alignement by using properly designed assembly of bulk heads lubricating half length with bitumenous paint as directed etc complete

Cutting Transverse contraction joint 3 to 4mm wide and depth 60 cm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc complete incuding subsequent widing of the groove 8 to 10mm wide at top having depth of 15mm as directed by Engineer incharge complete

Providing to contraction joint polysuphide sealent (Pouring grade) confirming to BS : 5212 -1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene fom backer rod of required diameter ( approx 25% longer than the initial 3mm to 4mm joint ) over laid with bond breaking tape as per detailed drawing. item includes cleaning the joint with water jet / air compressor and allowing joint to be come throughly dry before sealent is applied and applying primer. ( A) contraction and longytudinal joints 15mm deep x 8mm wide )

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

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.(in soft soil ) up to 3.00 m depth by mechanical means

Earthwork in Excavation for foundation of structure upto 3 mt depth as per drawing and technical specification including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material etc. complete.(In Hard Rock) blasting prohibited

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-10 nominal mix 1:3:6

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-15 nominal mix (1:2.5:5)

Plain cement concrete in substructure complete as per drawing and technical specification.clause 802,804,805,806,807,1202, 1204 for height up to 5.0 m for PCC M-15 nominal mix 1:2.5:5 For substructure

Providing and laying reinforced cement concrete 1000 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 600 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular Material

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structures with slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification clause 614,709,1204,3.7

filter media Providing and laying filter media with granular crushed aggregates asper specification to a thickness of not less than 600mm 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 asper drawing and technical specification Clause 1204.3.8

Supplying ,fitting and placing TMT bar reinforcement sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 100 and 1202 For Foundation

Supplying ,fitting and placing TMT bar reinforcement ( FE415) sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 1005,1010and 1202 For Foundation as per 11.6 For Sub structure

Supplying ,fitting and placing TMT bar reinforcement ( FE415) sail/tata / or equivalent in foundation complete as per drawings and technical specification Clauses 1005,1010and 1202 For Foundation as per 11.6 Steel for Superstructure

Providing amd laying reinforced cement concrete pipes NP2 for culvarts on first class bedding of granular material in single row including providing fixing collers in cement morter 1:2 but excluding excavation , protction works , backfilling concrete and masonary works in head walls and parapets clause 1106 600 mm diameter

Only labour chargesfor laying old RCC pipe

Painting two coats on new concrete surface paintig two coats including primer coat after filling the surface with syathnic enameled pain in all shades on new plastered / concrete surface as per drawing and technical specification 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 Clause 1701 English / roman

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

Boulder Appron Providing and laying of bolder apron laid in wire crates with 4mm dia GI wire confirming ti IS 280 and IS 4826 in 100mm x 100mm (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications .clause 1301

Providing Latrite stone masanary in cm 1:6 for foundation and plinth including striking joints on the unexposed faces and watering complete. ( latrite stone six sides cut and thickness of morter joints be 12 mm max.)

Dewatering for (a/b/c/d/e)-in-(A/B/C) including diversion of stream providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actul initial natural water level for start of tha Raft and Cut off wall

Dewatering for (a/b/c/d/e)-in-(A/B/C) including diversion of stream providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actul initial natural water level for start of tha Returns

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20 for Pier and abutment

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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For R C C Slab in M-25 and curbing

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 tech. specifiaction clause 1208

Providing and fixing in position tar paper bearing as per detailed drawing etc comp

Providing and fixing 25mm thick in position expansion joint with bituminious pad as per drawing and technical specofocatopm Clause 107.2.2

Providing pressure relife pipe 100 mm dia . In bottam slab of box cell on a filtter meadia base of 500 mm x 500 mm as per drawing and technical specification clause 1205.5.7

Construction Joints Providing and filling joints sealing compound as per drawing and technical specification with corse sand and 6% bitumen by weght

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For RCC M-25 for raft slab

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For RCC M-20 for cut off wall

Filling( sand) in foundataion trenches as per detailed drawing and technical specification clause 305.3.9 Sand Filling

Providing steel anchor dowel bars including drilling holes of 75 mm dia in rock placing the dowell in position and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable MS pipe

Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc complete including lead of 50mt.

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

Guard Stone Providing and fixing Reinforced cement concrete M-15 grade Gaurd Stone of Size 20x20x75 cm including fixing in ground and white washing etc. complete

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

Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

Traffic Signs 900 mm equilateral triangle 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 Semi Reflective Traffic Signs 900 mm equilateral triangle

Traffic Signs 900x 600 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600x 450 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600 mm circular 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 Semi Reflective Traffic Signs

Providing and Fixing Citizen Information Board Providing and fixing Semi refeflective type 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 will be with reflective engineering grade tape as per MORD specifications of required shade and colour. 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 & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)

Providing and applying hot applied tharmoplastic reflective pavaement paint, marking paint for trafic lane strip 100 mm wide and 3mm tk. On road surface with 10% of binder and 60 % fillar materrial as per MORT and H specification including cleaning road surface with all dirt, dust and other foren materials demarcating of the site managing the traffic etc. complete with three years garantee

Supplying and fixing of molded shank raised pavement markers/ cat's eyes made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering 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 50mm,100mm and 100 +/-2 mm with minium 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 ledd than 30+/-2 mm) from the body is to be a minium 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 manufactures recommendation and complete as directed by the engineer The contractor shall submit a two year warranty for satisfactory field performance ancluding stipulated retro-reflectance of the reflecting panel to the engineer

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 80x100 rectangular or 75 mmdia circular reflectorised panels at the top burried or pressed into the ground and confirming to IRC 79 and the drawings

Shifting of Eletric Line/ Teliphone Line Pole Removal of teliphone/ electric poles with wire including excavation and dismantaling of foundation concrete and lines under the supervision of concerned department disposal with all lifts and up to lead of 1000 m and stacking the serviceable material separately as per technical specification clause 202

Pipe line shifting shifting of water supply line distmentling of exis tng water supply line and providing new water supply iine of pvc pipe

Bill No. 1 Site Clearance, Dismantling and Earth Works

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 as per Technical Specification Clause 201. In area of Non thorny jungle

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 as per Technical Specification Clause 201. In area of thorny jungle

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts upto 1.5 m & lead up to 1000 m, as per Technical Specification Clause 302.3

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5

Excavation for roadway in hard rock with controlled blasting by drilling blasting and breaking trimming of bottom and side slopes in accordance with requirements of lines grades and cross sectiond loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical specification clause 302.3.5 (iii

Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

Construction of Embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with material obtained from Borrw pit Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Compacting Original Ground Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete.

Dismanteling Stone Masonary -Dismentaling of exisiting structure like culvert, bridges, retaining walls and other structure comprsing of masonary,cement concrete, wood work, steel work, including T & P and sacffolding whereever necessary, sorting the dismantled material etc. complete with all lifts and lead of 1000 mt as per technical Specification clause 202

Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications.

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Granular Sub-base with Well Graded Material- By mix in Place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.grade I material

Water Bound Macadam GRADE II Sub-base/base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Tack Coat 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 as per Technical Specification Clause 503. by RS-1By Mechanical Means

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 as per Technical Specification Clause 506

20mm thick Open-Graded Premix Carpet using Bituminous with s-65 bitumen 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 followed by seal coat of either Type A or B, or C, as per Technical Specification Clause 508. (Excluding Sealcoat )

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 or B, or C, as per Technical Specification Clause 510

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

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.(in soft soil ) up to 3.00 m depth by mechanical means

Earthwork in Excavation for foundation of structure upto 3 mt depth as per drawing and technical specification including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing of side and bottom and backfilling with approved material etc. complete.(In Hard Rock) blasting prohibited

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-10 nominal mix 1:3:6

Providing concrete for plain concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 &1203 for P C C Grade M-15 nominal mix (1:2.5:5)

Plain cement concrete in substructure complete as per drawing and technical specification.clause 802,804,805,806,807,1202, 1204 for height up to 5.0 m for PCC M-15 nominal mix 1:2.5:5 For substructure

Providing and laying reinforced cement concrete 1000 mm dia. RCC pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 600 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structures with slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification clause 614,709,1204,3.7

filter media Providing and laying filter media with granular crushed aggregates asper specification to a thickness of not less than 600mm 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 asper drawing and technical specification Clause 1204.3.8

Providing amd laying reinforced cement concrete pipes NP2 for culvarts on first class bedding of granular material in single row including providing fixing collers in cement morter 1:2 but excluding excavation , protction works , backfilling concrete and masonary works in head walls and parapets clause 1106 600 mm diameter

Only labour chargesfor laying old RCC pipe

Painting two coats on new concrete surface paintig two coats including primer coat after filling the surface with syathnic enameled pain in all shades on new plastered / concrete surface as per drawing and technical specification 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 Clause 1701 English / roman

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

Boulder Appron Providing and laying of bolder apron laid in wire crates with 4mm dia GI wire confirming ti IS 280 and IS 4826 in 100mm x 100mm (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications .clause 1301

Providing Latrite stone masanary in cm 1:6 for foundation and plinth including striking joints on the unexposed faces and watering complete. ( latrite stone six sides cut and thickness of morter joints be 12 mm max.)

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

Guard Stone Providing and fixing Reinforced cement concrete M-15 grade Gaurd Stone of Size 20x20x75 cm including fixing in ground and white washing etc. complete

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

Direction and Place Identification signs with size more than 0.9 sqm size board Semi-Reflective Traffic signs Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

Traffic Signs 900 mm equilateral triangle 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 Semi Reflective Traffic Signs 900 mm equilateral triangle

Traffic Signs 900x 600 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600x 450 mm Rectangular 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 Semi Reflective Traffic Signs

Traffic Signs 600 mm circular 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 Semi Reflective Traffic Signs

Providing and Fixing Citizen Information Board Providing and fixing Semi refeflective type 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 will be with reflective engineering grade tape as per MORD specifications of required shade and colour. 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 & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)

Providing and applying hot applied tharmoplastic reflective pavaement paint, marking paint for trafic lane strip 100 mm wide and 3mm tk. On road surface with 10% of binder and 60 % fillar materrial as per MORT and H specification including cleaning road surface with all dirt, dust and other foren materials demarcating of the site managing the traffic etc. complete with three years garantee

Supplying and fixing of molded shank raised pavement markers/ cat's eyes made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering 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 50mm,100mm and 100 +/-2 mm with minium 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 ledd than 30+/-2 mm) from the body is to be a minium 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 manufactures recommendation and complete as directed by the engineer The contractor shall submit a two year warranty for satisfactory field performance ancluding stipulated retro-reflectance of the reflecting panel to the engineer

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 80x100 rectangular or 75 mmdia circular reflectorised panels at the top burried or pressed into the ground and confirming to IRC 79 and the drawings

Providing and erecting W metal beam crash barrier comrrising of 3 mm tk corrugated sheet metal beam rail 70 cm above road / ground leval fixed on ISMC series channel vertical post 150x75x5 mm spaced 2 m c to c ,1.8 m high, 1.1 m below ground road level all steel parts and fitting to be galvanised by not dip process all fittings to conform to IS : 1367 and IS: 1364 metal beam rail to be fixed on the vartical post with a spacer of channel section 150x75x6 mm , 330 mm long complete as per clause 810 including excavation for crash barrier foundation 500x500x950 mm and concrete M20 in foundation block 350x350x950 mm etc complete.

Shifting of Eletric Line/ Teliphone Line Pole Removal of teliphone/ electric poles with wire including excavation and dismantaling of foundation concrete and lines under the supervision of concerned department disposal with all lifts and up to lead of 1000 m and stacking the serviceable material separately as per technical specification clause 202

Pipe line shifting shifting of water supply line distmentling of exis tng water supply line and providing new water supply iine of pvc pipe

P K Parab

DILIP NAGESH NARVEKAR