JH-LWE-HAZ-03/21-22

Amount

1. Construction & Maintenance of Road From Gopada to Manatu Length - 10+670 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.

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

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. ( Dismantling of cement concrete)

Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)

Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe

Excavation in Cutting in Soil by manual means with lead upto 50 m 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 obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Roadway Filling

Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Free Lead)

Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Lead upto 1000m))

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

SUB-BASE COURSE Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Granular sub-base/base/surface course 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.

BASE COURSE Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

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,

Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 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 MS will be stoe enameled on both sides. Lettering and printng 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 as per drawing.

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.

Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including 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 streaks and holes.(For edge marking)

Boundary pillar: Reinforced cement concrete M-15 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 704. (Boundary pillar/ FI Post)

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701

SETTING OUT(Construction of Bench mark pillar and Reference piller as per drawing no-200.1 and 200.2 of standard Data Book for Rural Road -200.4 including setting out of culverts as per specification and direction of E/I)

Protection Work

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.

Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

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

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

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

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

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

HUME PIPE CULVERT 1nx1m dia

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious

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

Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

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

Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)

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

Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.

Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615

Paraper Repair

R C C Culvert 1nx1mx1m

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.

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

Plain Cement Concrete M15 nominal mix in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

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

Stone masonry in cement mortar (1:5) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Providing P.C.C. M-15 with nominal mix with approved quality of stone chips 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I.

Providing RCC (M-25) in Deck slab with approved quality of stone chips and clean coarse sand etc all complete job as per specification and direction of E/I. Deck slab

Providing RCC (M-30) in Wearing coat with approved quality of stone chips and clean coarse sand etc all complete job as per spec ification and direction of E/I. Wearing coat

Providing RCC (M-20) in coping with with approved quality of stone chips and clean coarse sand etc all complete job as per spec ification and direction of E/I. Wearing coat

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

Supplying, Fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Bed plate vide item no. 7

Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I

Back filling of foundation trenches or masonry work including watering, ramming and well compacting with all lead and lifts to achieve maximum dry density of 100 to 95% -do- -do- etc all complete job as per specification and direction of E/I. Clause 305.3.9

Providing and fixing 25mm thick expansion join in culverts filling the same with bitumen cement and sand etc. including the cost of all labour and materials all complete job as per specification and direction of engineer incharge

R C C Culvert 1nx5mx3m

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and back filling with approved material.

Providing coarse clean sand filling in foundation trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royalty and taxes all complete job as per specification and direction of E/I.

Providing boulder soling duly packed including the cost of materials, royalty all taxes but excluding the cost of carriage etc -do- -do- all complete job as per direction of E/I.

Providing PCC M-15 with nominal mix of (1:3:6) etc as per specification -do- -do- all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:4) in foundation and plinth -do- -do- etc all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:4) in Super structure -do- -do- etc all complete job as per specification and direction of E/I.

Providing Weep holes -do- -do- all; complete job as per specification and direction of E/I.

Providing PCC (M-15) in Open Foundation etc -do- -do- all job complete as per specificationa nd direction of E/I.

Providing PCC (M-20) in Sub -Structure etc -do- -do- all job complete as per specificationa nd direction of E/I.

Providing and fixing in position 25mm thick bituminous board in expansion joint etc -do -do- all complete job as per specification and direction of E/I

Providng and laying RCC M25 with nominal mix of in base place of deck slab etc. etc -do -do- all complete job as per specification and direction of E/I

Providing PCC M-30 with nominal mix in Wearing coat -do- -do- all complete job as per specification and direction of E/I.

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

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

Earthwork in back filling in foundation -do- -do- all complete job as per specification and direction of E/I.

R C C Culvert 1nx3mx2m

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and back filling with approved material.

Providing coarse clean sand filling in foundation trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royalty and taxes all complete job as per specification and direction of E/I.

Providing boulder soling duly packed including the cost of materials, royalty all taxes but excluding the cost of carriage etc -do- -do- all complete job as per direction of E/I.

Providing PCC M-15 with nominal mix of (1:3:6) etc as per specification -do- -do- all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:4) in foundation and plinth -do- -do- etc all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:4) in Super structure -do- -do- etc all complete job as per specification and direction of E/I.

Providing PCC (M-15) in Open Foundation etc -do- -do- all job complete as per specificationa nd direction of E/I.

Providing RCC (M25) in dack slab with approved quality of stone chips and clean coarse sand -do -do- as per spec ification and direction of E/I. Deck slab

Providing RCC (M30) in Wearing coat with approved quality of stone chips and clean coarse sand -do -do- as per spec ification and direction of E/I. Wearing coat

Providing RCC (M-20) in Sub-structure -do -do- as per spec ification and direction of E/I.

Providing Weep holes -do- -do- all; complete job as per specification and direction of E/I.

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

Providing tuck Pointing over stone massonary ………………... as per drawing and technical specification Clauses 613.3 and 1204

Providing and fixing 25mm thick expansion join in culverts filling the same with bitumen cement and sand etc. including the cost of all labour and materials all complete job as per specification and direction of engineer incharge

Earthwork in back filling in foundation -do- -do- all complete job as per specification and direction of E/I.

Maintenance

For 1st Year Maintenance

For 2nd Year Maintenance

For 3rd Year Maintenance

For 4th Year Maintenance

For 5th Year Maintenance.

2. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 0+640 KM ON GOPDA TO MANATU ROAD

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

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

PMGSY Sign Board

Dewatering

Confirmatory Boring

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 clauses 201.

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per tenchnical specification Clauses 508.) Bitumen (S-65)

Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , 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 requried 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 requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)

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

GUARD WALL PART

Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

1st Year Maintenance

2nd Year Maintenance

3rd Year Maintenance

4th Year Maintenance

5th Year Maintenance

3. HL RCC BRIDGE OVER LOCAL NALA AT CH.- 03+750 KM ON GOPDA TO MANATU ROAD

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth upto 3m

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Ordinary Soil Depth between 3m to 6m

Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Rock not requiring blasting )

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy material

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Filling Annular Space around Footing in Rock as per technical specification clause 1203.4.3. PCC Grade M15

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, Clauses 802, 803, 1202 & 1203 (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802, 803, 804, 805, 806, 807, 1202 and 1204. RCC Grade M25 Height 5m to 10 m

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

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

PMGSY Sign Board

Dewatering

Confirmatory Boring

APPROACH ROAD PART

Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, 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 clauses 201.

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - II Material

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per technical specification clause 405. ). WBM Grading 2 By Manual Means

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per technical specification clause 405. ). WBM Grading 3 By Manual Means

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per tenchnical specification Clauses 508.) Bitumen (S-65)

Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , 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 requried 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 requried level and grades as per tenchnical specifucation Clauses 509.Bitumen (S-65)

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

GUARD WALL PART

Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

1st Year Maintenance

2nd Year Maintenance

3rd Year Maintenance

4th Year Maintenance

5th Year Maintenance

Labour Cess @ 1%

Sanjay Kumar Upadhyay