JH-22-RCPL-I-WSM-02-19-20

Amount

Details

SETTING OUT @ 4000 KM

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (SOR-2.2)

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. (SOR-2.5-(i)-C)

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. (SOR-2.5-(i)-B

EARTH WORK 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 (SOR-3.5-(I))

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. (SOR-3.14-B)

Construction of Embankment with Material Obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 (SOR-3.4-D)

Construction of Embankment with Material Obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 (SOR-3.4 A )

Construction of Embankment with Material Obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 (SOR-3.4 B )

Construction of Embankment with Material Obtained from Borrow Pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 (SOR-3.4 C )

Granular sub-base with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Naturaly occuring Gravel ( SOR-4.11-(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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading -II Material ( SOR-4.1-A (ii) )

BASE COURSE Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. ( SOR-4.9 )

BITUMINOUS COURSE 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 ( SOR-5.1-(i) )

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( SOR-5.2-(ii) )

Bituminous Macadam using Bituminous (penetration grade/modified bitumen) Binder by replacing of processed waste plastic ( as per IRC : SP:98-2013) of above 8% by weight of bitumen.Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. bituminous binder @ 13.43 kg /10 sqm(that is 92% of standard bitumen and 8% waste process plastic by weight shell be used for coating aggreegate after its heating) as per IRC:SP: 98-2013 ( SOR-5.3 )

Semi Dense Bituminous Concrete using Bituminous (penetration grade/modified bitumen) Binder by replacing of processed waste plastic ( as per IRC : SP:98-2013) of above 8% by weight of bitumen.Providing and laying semi dense bituminous Concrete with using crushed aggregate of specified grading, premixed with bituminous binder @ 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.bituminous binder @ 13.43 kg /10 sqm(that is 92% of standard bitumen and 8% waste process plastic by weight shell be used for coating aggreegate after its heating) as per IRC:SP: 98-2013 . ( SOR-B-3.1-(ii) )

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, ( SOR-6.4 )

MISCELLANEOUS Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (3 Nos/ Km) for place identification (SOR 10.4-B)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th kilometre stone (precast) SOR-10.10 (I)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary kilometre stone (precast) SOR-10.10 (II)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) SOR-10.10 (III)

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification (SOR- 10.5)

Providing and erecting MAINTENANCE BOARD Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR-10.4-(B)

Providing and fixing of typical PMGSY LOGO 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 (SOR-10.16)

Providing and erecting direction and place identification (FOR VILLAGE MARKING BOARD )of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR-10.4-(B)

GUARDWALL -1.5 M HEIGHT Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (SOR-11.1 (I) A(I) )

P.C.C Grade M-10 (Nominal Mix 1:3:6) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( SOR 11.4 - (I) -(I) )

Random Rubble Masonary (in Cement morter (1:4) for return wall /Wing wall/Toe wall/Drain) Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. ( SOR 11.6 - (III) -(II) )

Random Rubble Masonary (in Cement morter (1:4) for return wall /Wing wall/Toe wall/Drain) Stone masonry work in cement mortar in Substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (SOR-12.4 - (III) -(III) )

P.C.C GARDE M-15 (Nominal Mix 1:2.5:5 for copping Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( SOR -12.5 (II)-(I) )

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 ( SOR-12.9 )

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 ( SOR-12.2 )

HPC 1N X 1M DIA Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SOR-11.1-(I)

Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (SOR-11.2-(i) )

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 P.C.C grade M 10 Nominal mix 1:3:6 SOR-11.4-(i)-(i)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:4) SOR-11.6-(ii)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets SOR-9.3-(B)

Plastering with cement mortar (1:4) 15mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.19 )

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (SOR-15.13)

RCC 1N X 2M X 1.4 M Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SOR-11.1-(I)

Sand filling below brick masonry for levelling as per drawing and technical specificationBedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (SOR-11.2-(i) )

Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR-14.1)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal mix 1:3:6 (SOR-11.4-(i)-(i) )

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) (SOR-11.6-(ii) )

Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR-13.17-(i) )

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Providing Centering including shuttering with propping in deck slab

Providing PCC (1:2:4) in various components of barriage super structure P.C.C grade M 20 (SOR-12.5- (ii)-(i) )

Providing shuttering including strutting and propping etc -do- -do- all complete job as per specification and direction of E/I

Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. ( SOR-13.16-(iv) )

Providng and laying RCC M 25 with nominal mix of in base place of deck slab R.C.C M 25 ( SOR-(13.1-(ii) )

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 (SOR-13.5)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Plastering with cement mortar (1:4) 15mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.19 )

Providing 1.5 mm thick Cement punning

Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR 11.2-(ii)

RCC 2m x 4 m X 2.5 Culverts Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (SOR-11.1-(I) )

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR 11.2-(ii)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR-14.1)

Plain/reinforced cement M-15 GRADE concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( SOR 12.5(i) )

Stone masonry work in cement mortar in foundation (1:4) complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. . Coursed rubble masonary (1:4) (SOR-14.11-(i) )

Stone masonry work in cement mortar in sub structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204 ( SOR-12.4-(ii) )

Plain/reinforced cement concrete in foundation complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 Nominal mix 1:2:4 R.C.C grade M 20 SOR-12.5-(iii)

Providing and laying reinforced cement concrete in superstructure (DECK SLAB) as per drawing and technical specification clauses 800, 1205 and 1205.5 ( SOR-13.1-(ii) )

Providing R.C.C. M30 in wearing coat Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 (SOR-13.5)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR-13.2)

Pointing (1:3) on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.18)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (FI POST) SOR- 10.10-(iii)

Providing concrete for plain/reinforced concrete in open foundation M-15 GRADE complete as per drawings and technical specification clause 802, 803, 1201 & 1203. PCC Grade M-15 SOR- 11.4-(iii)-(i)

CAUSEWAY ( CHALKA) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (SOR-11.1-(I) )

Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301 (SOR-14.5)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal mix 1:3:6 (SOR-11.4-(i)-(i) )

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry Random rubble masonry In cement mortar (1:4) (SOR-11.6-(ii) )

Providing concrete for plain/reinforced concrete in open foundation TOP OF GUARD WALL M-15 GRADE complete as per drawings and technical specification clause 802, 803, 1201 & 1203. PCC Grade M-15 SOR- 11.4-(iii)-(i)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 ( SOR-12.9 )

Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SOR 11.2-(ii)

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, ( SOR-6.4 )

REPAIR OF PARAPET Stone masonry work in cement mortar in foundation (1:4) Rubble complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203 ( SOR-11.6-(ii) )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 (SOR-11.4-(ii)-(i) )

Plastering with cement mortar (1:4) 15mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 ( SOR-13.19 )

Maintenance For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%