ADB-SIN(II)-01

Amount

A) Upgradation & Maintenance of SH 178 to Tembavali ST Stop Gavthan To Mondtar Road (VR-229,ODR15,ODR16) Km 0/000 to Km 5/000 Tal-Deogad

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. B) Thorny jungle.--- By Mechanical Means

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge. A) Girth from 300 to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.B) Girth from 600 to 900 mm

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.

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.

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 mt as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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

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

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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Granular Sub-base with Well Graded Material- By mix in Place method grade I- 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.

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.

Water Bound Macadam with Crushable Screenings - WBM Grading 2- WBM Grading II Providing and layng spreading and compacting stone aggregate of specific sizes to wbm specification including spreading in uniform thickness hand packing rolling with three wheel roller 80 to 100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstices of cource aggregate watering and compacting to the required dencity grading II AS PER TECHNICAL SPECIFICATION clause 405 (B) By 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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level by paver finisher to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)

Construction of Shoulders - Construction of embankment with aprroved materials deposited at site from raod way cutting & exacavation from drain & foundation of other structures graded & compacted to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Construction of Shoulders - Construction of subgrade & earthen shoulder with aprroved materials obtained from Borrow pits with all lifts & lead, transporting to site ,spreading.grading to required slope & compacting with vibratory roller to meet requirement of tables 300.2 with lead up to 1000 m as per technical specification clause 302.3.2

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Ordinary Soil up to 3.0 mt depth

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material iv) Hard Rock (blasting prohibited)

Removing all types of Hume pipes and stacking with all leads of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) above 600mm to 900 mm dia hume pipe

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10

PCC M 15 sub structure ( 1:2.5:5) for Foundation of gutter Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203

Plain/reinforced cement concrete in substructure complete as per drawings and as per technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Plain Cement Concrete grade M 15

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

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 -1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 - NP-3 600mm Dia Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as technical specifactions Clause 1106 600 Milimeter Non Pressure-2 Pipe

Only labour charges for laying old RCC pipe.

Cement Concrete Pavement Construction of Un-reinforced dowel jointed at expansion and construction joints only, plain cement concrete Pavement thickness as per design over prepared surface sub base with 43 grade cement as per clause 1501.2.2M-30 grade coarse and fine aggregate not exceeding 25 mm mixed in concrete mixer of not less than 0.20 cmt capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork spreading concrete with shovels rakes compacted using needle screed and plate vibrater and finished in continuous operation including provision of contraction and expansion construction joints applaying debonding strips, primer, sealant, remixture as approved curing of concrete slabs for 14 days , using curing compounds and water finishing to line and grade as per drawing and technical specification clause 1501( Excluding dowel bars and polythene sheets)

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and pumping out water during & after exacavation as may be required by using 5.0 to 9.0 BHP pump etc complete A) Raft & Cut off wall

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802,803,1202 & 1203 RCC M-20 for Cut Off wall

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802,803,1202 & 1203 RCC M-25 for Raft Slab

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

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

Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 & 1205.5 RCC M-25 for Slab & Curb

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 M-30 For Wearing Coarse

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

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing tar paper bearing including laying in proper position etc complete.

Providing and fixing 20 mm thick compressible fibre boards in expansion joint complete as per drawing and technical specification.

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

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

flexible stone mat - Providing and laying 0.90 m thick metal mat consisiting of rubble,oversize metal & normal size metal in specified thick as per detailed drawing including supplying all materials , hand packing of rubble ,spreading meatl in layer & hand murrum including watering & compactionwith power roller etc complete.

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

Filter Media- Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete asper drawing and technical specification Clause 1204.3.8

Bolder Apron ( Gabiyan Wall) - Providing and laying of boulder apron laid in wire crates with 4 mm dia black anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (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 and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 stone/boulder pitching

Supplying ,fitting and placing TMT bar reinforcement (Fe 415)in Foundation complete as per drawings and technical specification Clauses 1000 & 1202 For Foundation

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

Supplying ,fitting and placing TMT bar reinforcement in Superstructure complete as per drawings and technical specification Clauses 1002,1010 & 1202 For Superstructure

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.)

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

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 50 mm dia PVC Pipe

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 75 mm dia PVC Pipe

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

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

Reinforced cement concrete M15 grade 200 Meter.Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.

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

Providing & Fixing Logo of MMGSY Project- Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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

Providing & fixing I Logo of MMGSY ( Every 2 KM) - 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

Direction and Place Identification signs with size up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.

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

B) MDR 17 to Dahibaon Mithabav Tambaldeg Road (ODR 25) Km 0/000 to Km 2/100 & Km 2/800 to Km 7/830 ,Tal-Deogad

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. B) Thorny jungle.--- By Mechanical Means

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge. A) Girth from 300 to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.B) Girth from 600 to 900 mm

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.

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.

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 mt as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

Dismentaling of exisiting structure like culvert, bridges, retaining walls and other structure comprsing of 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

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

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

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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Granular Sub-base with Well Graded Material- By mix in Place method grade I- 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.

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.

Water Bound Macadam with Crushable Screenings - WBM Grading 2- WBM Grading II Providing and layng spreading and compacting stone aggregate of specific sizes to wbm specification including spreading in uniform thickness hand packing rolling with three wheel roller 80 to 100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstices of cource aggregate watering and compacting to the required dencity grading II AS PER TECHNICAL SPECIFICATION clause 405 (B) By 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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level by paver finisher to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)

Construction of Shoulders - Construction of embankment with aprroved materials deposited at site from raod way cutting & exacavation from drain & foundation of other structures graded & compacted to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Construction of Shoulders - Construction of subgrade & earthen shoulder with aprroved materials obtained from Borrow pits with all lifts & lead, transporting to site ,spreading.grading to required slope & compacting with vibratory roller to meet requirement of tables 300.2 with lead up to 1000 m as per technical specification clause 302.3.2

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Ordinary Soil up to 3.0 mt depth

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material iv) Hard Rock (blasting prohibited)

Removing all types of Hume pipes and stacking with all leads of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) above 600mm to 900 mm dia hume pipe

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 15 for Gutter

Plain/reinforced cement concrete in substructure complete as per drawings and as per technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Plain Cement Concrete grade M 15

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

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 -1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 - NP-3 600mm Dia Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as technical specifactions Clause 1106 600 Milimeter Non Pressure-2 Pipe

Only labour charges for laying old RCC pipe.

Cement Concrete Pavement Construction of Un-reinforced dowel jointed at expansion and construction joints only, plain cement concrete Pavement thickness as per design over prepared surface sub base with 43 grade cement as per clause 1501.2.2M-30 grade coarse and fine aggregate not exceeding 25 mm mixed in concrete mixer of not less than 0.20 cmt capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork spreading concrete with shovels rakes compacted using needle screed and plate vibrater and finished in continuous operation including provision of contraction and expansion construction joints applaying debonding strips, primer, sealant, remixture as approved curing of concrete slabs for 14 days , using curing compounds and water finishing to line and grade as per drawing and technical specification clause 1501( Excluding dowel bars and polythene sheets)

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and pumping out water during & after exacavation as may be required by using 5.0 to 9.0 BHP pump etc complete A) Raft & Cut off wall

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdom,bunds,etc as may be necessary for foundation and other parts of work and pumping out water during & after exacavation as may be required by using 3.0 BHP pump etc complete B) Abutments

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802,803,1202 & 1203 RCC M-20 for Cut Off wall

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawings and technical specification Clauses 802,803,1202 & 1203 RCC M-25 for Raft Slab

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

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

Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800, 1205.4 & 1205.5 RCC M-25 for Slab & Curb

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 M-30 For Wearing Coarse

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

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing tar paper bearing including laying in proper position etc complete.

Providing and fixing 20 mm thick compressible fibre boards in expansion joint complete as per drawing and technical specification.

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

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

flexible stone mat - Providing and laying 0.90 m thick metal mat consisiting of rubble,oversize metal & normal size metal in specified thick as per detailed drawing including supplying all materials , hand packing of rubble ,spreading meatl in layer & hand murrum including watering & compactionwith power roller etc complete.

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

Filter Media- Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete asper drawing and technical specification Clause 1204.3.8

Bolder Apron ( Gabiyan Wall) - Providing and laying of boulder apron laid in wire crates with 4 mm dia black anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (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 and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 stone/boulder pitching

Supplying ,fitting and placing TMT bar reinforcement (Fe 415)in Foundation complete as per drawings and technical specification Clauses 1000 & 1202 For Foundation

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

Supplying ,fitting and placing TMT bar reinforcement in Superstructure complete as per drawings and technical specification Clauses 1002,1010 & 1202 For Superstructure

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.)

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

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 50 mm dia PVC Pipe

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 75 mm dia PVC Pipe

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade 5 th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

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

Reinforced cement concrete M15 grade 200 Meter.Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.

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

Providing & Fixing Logo of MMGSY Project- Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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

Providing & fixing I Logo of MMGSY ( Every 2 KM) - 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

Direction and Place Identification signs with size up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.

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

C) MDR 19 to Sandave Kuvale veerwadi Road (VR-285) Km 0/000 to Km 4/000, Tal-Deogad

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. B) Thorny jungle.--- By Mechanical Means

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge. A) Girth from 300 to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.B) Girth from 600 to 900 mm

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.

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.

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 mt as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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 mt as per Technical Specification Clause 202. Concrete Work

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

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

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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.

Water Bound Macadam with Crushable Screenings - WBM Grading 2- WBM Grading II Providing and layng spreading and compacting stone aggregate of specific sizes to wbm specification including spreading in uniform thickness hand packing rolling with three wheel roller 80 to 100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstices of cource aggregate watering and compacting to the required dencity grading II AS PER TECHNICAL SPECIFICATION clause 405 (B) By 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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level by paver finisher to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)

Construction of Shoulders - Construction of embankment with aprroved materials deposited at site from raod way cutting & exacavation from drain & foundation of other structures graded & compacted to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Construction of Shoulders - Construction of subgrade & earthen shoulder with aprroved materials obtained from Borrow pits with all lifts & lead, transporting to site ,spreading.grading to required slope & compacting with vibratory roller to meet requirement of tables 300.2 with lead up to 1000 m as per technical specification clause 302.3.2

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Ordinary Soil up to 3.0 mt depth

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material iv) Hard Rock (blasting prohibited)

Removing all types of Hume pipes and stacking with all leads of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) above 600mm to 900 mm dia hume pipe

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 15 for Gutter

Plain/reinforced cement concrete in substructure complete as per drawings and as per technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Plain Cement Concrete grade M 15

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 M-30 For Wearing Coarse

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

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 -1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 - NP-3 600mm Dia Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as technical specifactions Clause 1106 600 Milimeter Non Pressure-2 Pipe

Only labour charges for laying old RCC pipe.

Cement Concrete Pavement Construction of Un-reinforced dowel jointed at expansion and construction joints only, plain cement concrete Pavement thickness as per design over prepared surface sub base with 43 grade cement as per clause 1501.2.2M-30 grade coarse and fine aggregate not exceeding 25 mm mixed in concrete mixer of not less than 0.20 cmt capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork spreading concrete with shovels rakes compacted using needle screed and plate vibrater and finished in continuous operation including provision of contraction and expansion construction joints applaying debonding strips, primer, sealant, remixture as approved curing of concrete slabs for 14 days , using curing compounds and water finishing to line and grade as per drawing and technical specification clause 1501( Excluding dowel bars and polythene sheets)

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

Filter Media- Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete asper drawing and technical specification Clause 1204.3.8

Bolder Apron ( Gabiyan Wall) - Providing and laying of boulder apron laid in wire crates with 4 mm dia black anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (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 and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 stone/boulder pitching

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.)

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

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 50 mm dia PVC Pipe

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 75 mm dia PVC Pipe

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

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

Reinforced cement concrete M15 grade 200 Meter.Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.

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

Providing & Fixing Logo of MMGSY Project- Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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

Providing & fixing I Logo of MMGSY ( Every 2 KM) - 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

Direction and Place Identification signs with size up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.

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

D) Upgradation & Maintenance of Torsole Are Road (ODR-20) Km 0/000 to Km 0/300 & Km 0/800 to Km 2/860 in Taluka : Deogad

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. B) Thorny jungle.--- By Mechanical Means

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge. A) Girth from 300 to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.B) Girth from 600 to 900 mm

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.

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.

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 mt as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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

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

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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.

Water Bound Macadam with Crushable Screenings - WBM Grading 2- WBM Grading II Providing and layng spreading and compacting stone aggregate of specific sizes to wbm specification including spreading in uniform thickness hand packing rolling with three wheel roller 80 to 100 kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstices of cource aggregate watering and compacting to the required dencity grading II AS PER TECHNICAL SPECIFICATION clause 405 (B) By 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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level by paver finisher to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508 Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 1.46 kilogram per square meter)

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge. Bitumen (S-65) 60/70- Viscocity Grade-30 (Bitumen content @ 0.98 kilogram per square meter)

Construction of Shoulders - Construction of embankment with aprroved materials deposited at site from raod way cutting & exacavation from drain & foundation of other structures graded & compacted to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Construction of Shoulders - Construction of subgrade & earthen shoulder with aprroved materials obtained from Borrow pits with all lifts & lead, transporting to site ,spreading.grading to required slope & compacting with vibratory roller to meet requirement of tables 300.2 with lead up to 1000 m as per technical specification clause 302.3.2

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Ordinary Soil up to 3.0 mt depth

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material iv) Hard Rock (blasting prohibited)

Removing all types of Hume pipes and stacking with all leads of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) above 600mm to 900 mm dia hume pipe

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 15 for Gutter

Plain/reinforced cement concrete in substructure complete as per drawings and as per technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Plain Cement Concrete grade M 15

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

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 -1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per technical specification Clause 1106 - NP-3 600mm Dia Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as technical specifactions Clause 1106 600 Milimeter Non Pressure-2 Pipe

Only labour charges for laying old RCC pipe.

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

Filter Media- Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete asper drawing and technical specification Clause 1204.3.8

Bolder Apron ( Gabiyan Wall) - Providing and laying of boulder apron laid in wire crates with 4 mm dia black anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (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 and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 stone/boulder pitching

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.)

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

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 50 mm dia PVC Pipe

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete 75 mm dia PVC Pipe

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

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

Reinforced cement concrete M15 grade 200 Meter.Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.

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

Providing & Fixing Logo of MMGSY Project- Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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

Providing & fixing I Logo of MMGSY ( Every 2 KM) - 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

Direction and Place Identification signs with size up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.

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