Widening Strengthening and Reconstruction of Jumman More (on Govindpur-Sahebganj road)Butberia-Lodharia more (On SH-13) Road (Total Length-12.010 Km) for the Year 2021-22

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. vide RCD SOR 2.3(ii)A

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.(a) Girth 0.3m to 0.6 m vide RCD SOR 2.1(i)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.(a) Girth 0.6m to 0.9 m vide RCD SOR 2.1(ii)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit(c) Girth 0.9m to 1.8 m. vide RCD SOR 2.1(iii)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit(c) Girth > 1.8m. vide RCD SOR 2.1(iv)

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 metres (i) I B Cement concrete-M10. vide RCD SOR 2.4(i) A

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 metres (i) I B Cement concrete-M15 & M20. vide RCD SOR 2.4(ii) A

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 metres (iii) B Rubble Masonary work in cement . vide RCD SOR 2.4 {iii) B

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 metres (iii) B Rubble Masonary work in cement . vide RCD SOR 2.4 {ix) A -Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. vide RCD SOR 3.15

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) vide SOR 2.6

Removal of telephone/electrical poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all litsa and upto a lead of 1000 mtrs. And stacking the serviceable and unserviceable materials separately. vide RCD SOR 2.14

Shifting of Handpump (Detailed list of HP enclosed) as per DPR

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction) vide RCD SOR 3.6(ii)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.. vide RCD SOR 3.17(i)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. vide RCD SOR 3.16(i)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) vide SOR 3.18(i)

Construction of granular subbase by providing coarse graded materials 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 for grading - I material.vide RCD SOR 4.2(i)

Providing laying, spreading and compacting graded stone aggregatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix material by tippers 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. videRCD SOR 4.12

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.60kg per sqm using mechanical means. vide RCD SOR5.1

providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. vide RCD SOR 5.2

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)with VG-30 Bulk bitumen (ii)for grading ii(19mm nominal size) vide SOR 5.3B(ii)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 507 complete in all respects). (ii) for Grading-II(10 mm nominal size) vide RCD SOR 5.8B (ii)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.vide RCD SOR 6.1

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing vide RCD SOR 6.2

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (I) 90cm equilateral triangle vide RCD SOR 8.4(i)

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (I) 60cm equilateral triangle vide RCD SOR 8.4(ii)

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (III) 60cm circular. vide RCD SOR 8.4(iii)

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (III) 80cmX60cm rectangular. vide RCD SOR 8.4(iv)

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (III) 60cmX45cm rectangular. vide RCD SOR 8.4(v)

Providing and laying filter matrial underneath pitching in slope complete as per drawing and techinical specifications SOR 15.5

Providing and fixing of reteoreflectorised cautionary, mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45cm x 60cm 60cm below ground level as per approved drawing. (III) 90 cm high octagon. vide RCD SOR 8.4(vii)

Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and technical specifications. vide RCD SOR8.6

providing & laying of hot applied thermoplastic compound 2.5mm thick including reflectorised glass beads @ 250gms/sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC. 35. The finished surface to be level, uniform and free from sticks & holes.vide RCD SOR 8.13

reinforced cement concrete M15 grade 5th kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc. 5th Kilometer Stone (Precast) vide RCD SOR 8.14(i)

Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc. ordinary Kilometer Stone (Precast) RCD SOR 8.14(ii)

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.RCD SOR 8.15

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) RCD SOR 8.23 A

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) RCD SOR 8.1 A

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) RCD SOR 8.8

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) vide SOR 8.35

Providing and laying factory made chamfered edge cement concrete paver blocks in foothpath, parks, lawns, drive ways or ligth traffic parking etc. 60mm thick cement conceret pavor block of M-35 Grade with approved colour, design and pattern.vide CPWD of 16.91.1

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC-25-1967, fixing in position including finishing and lettering but excluding painting.videRCD SOR 8.16

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) vide RCD SOR 8.7A

Fixing of reflective sheeting including all cost of material and fitting charge complete works as per specification and direction of E/I

Excavation for Structures (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.) RCD SOR12.1(B)i

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.RCD SOR12.4

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC M 15 RCD SOR 12.8 A

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications,P.C.C M15 vide RCD SOR 13.5A(p )

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification(A) Random Rubble Masonry vide RCD SOR 12.7(B)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry vide RCD SOR 13.4(A)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications vide 13.6

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 Height upto 5m vide RCD SOR14.1(B) case II (i) p

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC M-30 height 5 to 10m vide SOR 14.1(c ) case II (ii)q

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 foce. Complete as per drawing and Technical specifications vide RCD SOR 13.8

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification vide RCD,Granular material SOR 13.9 A

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. vide RCD SOR 13.10

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications(B) RCC Grade M20 vide RCD SOR 13.5 E(p) Case-I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, RCC M30 vide SOR 13.5 G(p) case-II

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC M20 vide SOR-13.5 B(p) Case -1

Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications(C) RCC Grade M20 vide RCD SOR 12.8C CASE I

Plastering with cement mortar (1:3) on brick work in sub-structure as per technical specifications.vide RCD SOR 13.3

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates. Vide SOR 15.1 A

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.RCD SOR 14.18 iii

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications vide SOR 14.4

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification vide SOR 14.10

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification vide SOR 14.11

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) vide SoR 8.11(i)

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) vide SOR 14.16

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder vide SoR 15.4 (A)

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i) M 20 grade concrete vide SOR 8.22(i)

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weightRCD SOR 14.18 iv

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 . )RCD SOR 9.2 B

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications RCD SOR 13.2

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing vide SOR -12.22

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) vide SOR 12.25

Pile load test on single vertical pile in accordance with IS:2911(Part-IV) vide SOR 12.37

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification vide SoR 12.38 C(i)

Levelling course for Pile cap vide SOR 12.39

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications RCD SOR 12.40

Plain/Reinforced cement concrete in Superstructure complete as per drawing and technical specifications, RCC Grade M30,Height upto 5m vide SOR 14.1 C case -1(p)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . Sor- 14.2

Drainage Spouts complete as per drawing and Technical specification vide SOR 14.9

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) vide SOR 14.22

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Vide SOR 13.14

confirmatory boring through core drilling of BX(41mm to 59mm) size by rotary core drilling machine upto 20.0m depth in all points of hard rock including finishing,maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I

Numbering and Writing the culvert no etc. do-do- all complete

Providing Tar Phelt Cushion under deck slab - do- do all complete Job as per direction of E/I.

Labour Cess (1%)

M/s Siddhartha Construction