Tender Package No. MMGSY WB-18-MANIHARI-02 in Katihar District

Amount

Name of Road- Kalmegha M. Tola to Dubra Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

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

Earthwork in Box cutttingExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with material obtained from road way cutting.Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits.Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

For Grading I Material for Flexible Pavement Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium porosity)Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal SurfaceingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

Cement Concrete Pavement 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Excavation for Structures

PCC GRADE M15

PCC GRADE M15

Pointing with cement mortar 1:3

PCC GRADE M20 IN TOP

Providing and placing sausage wire crates of specified sizes made with 4mm G.I wire net of 100mm x 100mm square mesh including required lapping as directed of wire net, stitching with GI wire strongly, filling up the sausage wire crate with approved stone / laterite boulders of minimum 25kg each properly @ 0.90cum / cum and stitching the gap with GI wires, closing both ends with GI wire net including lapping all sides as directed, including trimming and preparation of bed by cutting or filling earth as required complete including cost of all materials and labours and all incidental charges in this connection

Boulder pitching on slop : Providing and laying filter meterial underneath pitching in slopes complited as per drawing and technicl specification clauses 1302

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

Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

ii) Km stone

iii) 200 m stone

Retro -Reflectorised Traffic Sign Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of High Intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mm 6mm firmly fixed the ground by means of properly designed foundation with M15 garde cement concrete 45 cm X 45 Cm X 60 Cm 60 cm below ground level as per approved drawing

900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)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

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Area of Ramp Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

For Grading Il Material Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Each work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification cluse 1104

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 PCC M-15 Grade

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203 PCC M-20 Grade

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 PCC M-20 GRADE

Providing weephole in brick masonary/stone masonary. Plan reinforcement concrete abutment wing wall, return wall with 100 mm dia AC pipe extending through the full widdth of the structure with slope of 1 (v).20(H) towards drawing face complete as per drawing and technical specification clause 614709,1204, 3.7

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 RCC M-25 GRADE

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

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

Providing and lying reinforcement cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 RCC M-30 GRADE

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 &1202

Parapet construction Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,804, 805,806,807,1202,and 1204 (M-20)

Painting on Parapet wall painting two coats including primer coat after filling the surface with synthetic anamel plant in all shades on new plastered / concrete surface as per drawing and technical specification clause 1701

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Name of Road- L022 PMGSY Road to Baghnoucha Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

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

Earthwork in Box cutttingExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with material obtained from road way cutting.Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of Embankment with Material Obtained from Borrow Pits.Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

Constrution of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

For Grading I Material for Flexible Pavement Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Prime Coat (Medium porosity)Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal SurfaceingProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

Cement Concrete Pavement 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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 using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Along PCC Road Fillling in CC Pavement road side area as per drawing and technical specification Clause 305.3.9

Hard Shouldering Laying Brick Soiling layer on prepared subgrade with brick on edging according to lines graded and cross section shown on the drawing filling joint with sand and earth spreading 25 mm thick layer of earth over brick soiling ,watering and roiling the same with three wheel road roller 80-100 Kn as per Technical Specification Clause 412

Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

ii) Km stone

iii) 200 m stone

Retro -Reflectorised Traffic Sign Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of High Intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mm 6mm firmly fixed the ground by means of properly designed foundation with M15 garde cement concrete 45 cm X 45 Cm X 60 Cm 60 cm below ground level as per approved drawing

900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

(I)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

( III ) Providing & Fixing of LOGO of "Citizen Information Board" Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminious Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Area of Ramp Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

For Grading Il Material Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Name of Road- S069 PWD Roashna Road to Makarchalla Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

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

Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .A) Upto 600 mm dia

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

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

Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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

ii) Km stone

iii) 200 m stone

Retro -Reflectorised Traffic Sign Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made of High Intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm 75 mm 6mm firmly fixed the ground by means of properly designed foundation with M15 garde cement concrete 45 cm X 45 Cm X 60 Cm 60 cm below ground level as per approved drawing. 900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

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

Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Each work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification cluse 1104

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 PCC M-15 Grade

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203 PCC M-20 Grade

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 PCC M-20 GRADE

Providing weephole in brick masonary/stone masonary. Plan reinforcement concrete abutment wing wall, return wall with 100 mm dia AC pipe extending through the full widdth of the structure with slope of 1 (v).20(H) towards drawing face complete as per drawing and technical specification clause 614709,1204, 3.7

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 RCC M-25 GRADE

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

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

Providing and lying reinforcement cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 RCC M-30 GRADE

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 &1202

Parapet construction Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,804, 805,806,807,1202,and 1204 (M-20)

Painting on Parapet wall painting two coats including primer coat after filling the surface with synthetic anamel plant in all shades on new plastered / concrete surface as per drawing and technical specification clause 1701

Earthwork in excavation for sructure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stump and other deleterious material & disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in tranches with excavation sutable material.

Provinding concerte for plan concerte in open foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203 (PCC Grade M15)

Providing concrete for reinforced concerete in open fuundations complete as per drowings and technicals specification clause 802, 803,1202 & 1203 ( RCC Grade M20 )

Supplying, fitting abd placing HYSD bar reinforcment in foundation complete as per drawing and technical specifications clauses 1000 and 1202

Providing weepholes in brick masonry/ stone masonry plain/reinforced concrete sbutment, wing wall, retune wall with 100mm dia AC pipe extending through the full width of the strcture with slope of 1 (V):20 (H) towords drawing face complete as per drawing and technical specification clauses

plain/ reinforced cement concerte in substructure complete as per drawing and technical spacification Clauses 802, 804, 805, 806,807, 1202 & 1204 ( RCC GRADE M25 )

Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202

Backfilling behind abutment, wing wall and return wall complete as per drawinds and technical specification Clauses 1002 1005, 1010 & 1202

Providing and laying fitter media with brick bats as per specification to a thikness of not less than 600 mm with smaller size towords the soil and bigger size towords the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, complete to firm condition complete as per drawing and tecnical specification Clause 1204.3.8

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clauses 800, 1205.4 & 1205.5 R.C.C. M 25

Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202

Constrction of RCC railing of M25 grade Pre cast-in situ with 20 mm normal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, center to center spacing between vertical posts not to exceed 2000 mm as per drawing and technical specification Clauses 800, 900 & 1208.3

Providing and laying boulder apron for bed protection with stone boulder of minomum size & weight as per table 1300.1, no fragment weighing not less then 25 kg, laid dry complete as per drawing & technical specification Clauses 1301

Providing and laying of brick work (1:4)into excluding pointing specification 600, 1202, & 1203

Earthwork in excavation for sructure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stump and other deleterious material & disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in tranches with excavation sutable material.

Provinding concerte for plan concerte in open foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203 (PCC Grade M15)

Providing concrete for reinforced concerete in open fuundations complete as per drowings and technicals specification clause 802, 803,1202 & 1203 ( RCC Grade M20 )

Supplying, fitting abd placing HYSD bar reinforcment in foundation complete as per drawing and technical specifications clauses 1000 and 1202

Providing weepholes in brick masonry/ stone masonry plain/reinforced concrete sbutment, wing wall, retune wall with 100mm dia AC pipe extending through the full width of the strcture with slope of 1 (V):20 (H) towords drawing face complete as per drawing and technical specification clauses

plain/ reinforced cement concerte in substructure complete as per drawing and technical spacification Clauses 802, 804, 805, 806,807, 1202 & 1204 ( RCC GRADE M25 )

Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202

Backfilling behind abutment, wing wall and return wall complete as per drawinds and technical specification Clauses 1002 1005, 1010 & 1202

Providing and laying fitter media with brick bats as per specification to a thikness of not less than 600 mm with smaller size towords the soil and bigger size towords the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, complete to firm condition complete as per drawing and tecnical specification Clause 1204.3.8

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clauses 800, 1205.4 & 1205.5 R.C.C. M 25

Supplying , fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202

Constrction of RCC railing of M25 grade Pre cast-in situ with 20 mm normal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, center to center spacing between vertical posts not to exceed 2000 mm as per drawing and technical specification Clauses 800, 900 & 1208.3

Drainage spouts complete as per drawing and technical specification Clauses 1209

Providing and laying boulder apron for bed protection with stone boulder of minomum size & weight as per table 1300.1, no fragment weighing not less then 25 kg, laid dry complete as per drawing & technical specification Clauses 1301

Providing and laying of brick work (1:4)into excluding pointing specification 600, 1202, & 1203

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Name of Road- PMGSY Mansahi-Kursel to Armada Bengali Tola Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . C) Above 900 mm dia Hume Pipe

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

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

Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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

ii) Km stone

iii) 200 m stone

900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

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

Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Construction of subgrade and earthen shoulders with approved material with to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Name of Road- Katihar-Manihari Jila Parishad road to Jai Nagar Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

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

Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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

ii) Km stone

iii) 200 m stone

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

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

Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

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

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost

Name of Road- S035 (Propsed road) Uraon Tola To Chamapara (Bhermara) Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I

Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

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

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of embankment with approved material deposited from road way 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 borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

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

Construction of subgrade and earthen shoulders with approved material with by volume of Local sand added to the soil obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfaceing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Agricultural Conduit 300 mm dia

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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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

ii) Km stone

iii) 200 m stone

900 mm equilateral & triangle , OR

600 mm equilateral & triangle, OR

600 mm circular , OR

600 mm x 600 mm rectangular, OR

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

Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.

Boundary Pillar Reinforced cement concrete M-15 grade bounday pilars of standards design as per IRC -25-1967 fixed in position inclding finisihing and lettering but excluding painting

Painting Two coats on New Concrete Surface Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface

Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Road Marking With Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface Providing and Laying of Hot Applied Thermoplastic Compound 2.5 mm thick reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The Finished Surface to be level , Uniform and free from streakes and holes

Drain Providing concrete for plain/reinforced concrete (M-15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Construction of granular sub-base by providing well graded material (Grading I) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Each work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification cluse 1104

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 PCC M-15 Grade

Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical Specification clause 802,803,1202 & 1203 PCC M-20 Grade

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 PCC M-20 GRADE

Providing weephole in brick masonary/stone masonary. Plan reinforcement concrete abutment wing wall, return wall with 100 mm dia AC pipe extending through the full widdth of the structure with slope of 1 (v).20(H) towards drawing face complete as per drawing and technical specification clause 614709,1204, 3.7

Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,805,806,807,1202,and 1204 RCC M-25 GRADE

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010 &1202

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

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

Providing and lying reinforcement cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 RCC M-30 GRADE

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clause 1002, 1010 &1202

Parapet construction Plain/reinforcement cement concrete in substructure complete as per drawing and technical specification Clause 802,804, 805,806,807,1202,and 1204 (M-20)

Painting on Parapet wall painting two coats including primer coat after filling the surface with synthetic anamel plant in all shades on new plastered / concrete surface as per drawing and technical specification clause 1701

Parapet Wall Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

PPT Wall Plaster with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

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

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Earth work in excavation for foundation of structure upto 3.0 m depth as per drawing and technical specification clause 1104

Providing M15 (P.C.C 1:2.5:5) as leveling course in foundation Providing M15 (P.C.C 1:2.5:5) concrete for plain concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203

Plain /reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses ,802,804,805,806,807, 1202 and 1204 (M-20)

Providing and laying RCC pipe NP 3 for culverts on first class bedding of P.C.C M 10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , backfilling concrete and masonary works in head walls and parapets as per clause 1106

Painting on Parapet wall ( Black & White Strips )Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and technical specification clause 1701

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification Clause 1204,3.8 (With sandy Materials)

1st Year Maintenance cost

2nd Year Maintenance cost

3rd Year Maintenance cost

4th Year Maintenance cost

5th Year Maintenance cost