RemainingWorkfor Strengthening and Widening work of existing road into 2 lane with paved shoulder from Pokhrauni Chowk to Junction with NH 57 near Jhanjharpur KM. 0.00 to 28.00 of NH.-527A in the State of Bihar.

Amount

Site clearance

(SOR No.-2.3) 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.

(SOR No.-2.4i c II) 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. Prestressed / Reinforced cement concrete grade M-20 & above

SOR No.-2.4 ii 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. Cement Mortat Dismantling Brick / Tile work

Earthwork, Erosion control and drainage

SOR No.-3.15 Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means

SOR No.-3.6 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 royality @ Rs. 15.00 per cum but excluding watering, rolling & compaction)

SOR No.-3.16 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.

SOR No.-3.17 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.

SOR No.-3.18 Construction of sub-grade 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

SOR No.-3.19 case-i Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

SUB-BASES, BASES (NON-BITUMINOUS) AND SHOUDERS

SOR No.-4.1B Construction of granular sub-base by providing close 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

SOR No.-4.12 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.

BASES AND SURFACE COURSES (BITUMINOUS)

SOR No.-5.1 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

SOR No.-5.2 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

SOR No.-5.3 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. Grade-I

SOR No.-5.6 Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 per cent by weight of total 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. Grade-I

SOR No.-5.8 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 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. 509 complete in all respects. Grade-I

TRAFFIC SIGN, MARKING & OTHER ROAD APPURTENANCES

SOR No.-8.4 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 SOR No.-8.4(i) 90 cm equilateral trangle

SOR No.-8.4 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 SOR No.-8.4(ii) 60 cm equilateral trangle

SOR No.-8.4 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 SOR No.-8.4(iii) 60 cm circular

SOR No.-8.4 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 SOR No.-8.4(iv) 80 mm x 60 mm rectangular

SOR No.-8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (i) 5th kilometre stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (ii) Ordinary kilometre stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc SOR No.-8.14 (ii) Hectometre stone (precast)

SOR No.-8.15 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.

SOR No.-8.7A Providing and erecting overhead signs with a corrosion resistant 2mm thick 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 Truss and Vertical Support

SOR No.-8.7B Providing and erecting overhead signs with a corrosion resistant 2mm thick 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 Aluminium Alloy Place for Over Head Sign

RIVER TRAINING AND PROTECTION WORKS

SOR No.-15.4A 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

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. PCC (M-15)

SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. Rubble Stone masonry

SOR No.-15.7 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. Chute Drain

Diversion for culverts For 15 NOS.

SOR No.-3.13 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.

SOR No.-4.1B Construction of granular sub-base by providing close 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

SOR No.-9.2 A Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Junction Improvement with NH 57

SOR No.-4.1 B Construction of granular sub-base by providing close 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

SOR No.-6.1 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.

SOR No.-6.2 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

SOR No.-8.1 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

7 NOS 1x2x2 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil (By Mechanical Means)

SOR No.-12.8A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandya Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade laveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17 Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No.-8.8 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

3 Nos 1x3x2 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil

SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No. - 8.8 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

1NO 1x4x3 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil

SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No. - 8.8 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

1NO 2x3x3 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil

SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No. - 8.8 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

2NO 2x3x2 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil

SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5 B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No. - 8.8 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

1NO 3x3x2 BOX CULVERT

SOR No.-12.1B 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. Ordinary soil

SOR No.-12.8 A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

SOR No.-13.5 B Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

SOR No.-13.5E Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20

SOR No.-13.8 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

SOR No.-13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Material

SOR No.-14.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

SOR No.-14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

SOR No.-14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance 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 specifications.

SOR No.-14.9 Drainage Spouts complete as per drawing and Technical specification

SOR No.-14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SOR No.-14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

SOR No.-14.17Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. Burried Joint

SOR No.-15.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

SOR No.-15.8 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Dry Rubble Flooring

SOR No.-15.4 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

SOR No. - 8.8 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

TOLL PLAZA

SOR No.-4.1B Construction of granular sub-base by providing close 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

SOR No.-6.1Providing & Construction of Dry Lean Cement Concrete Base of Grade M15 for Pavement Quality Concrete as per drawing and Technical Specification Clause 601.

SOR No.-6.2 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

Toll booths with integrated roof cover

Barrier gates for individual lanes

Provision of building to provide facility to toll plaza personnel

Toll plaza office equipment and furniture

Water supply, electricity, sanitation, septic-tank system and drainage

Telephone, intercomes, wireless communication system

High mast lighting

FLOOD Damage Work Providing filling stiching and placing empty cement bags with local sand at work site with all cost of labour and material and all taxes etc.All complete job as per specification and direction of E/I

M/s SHANKAR CONSTRUCTION