RECONSTRUCTION OF PHULDUNGRI NH-33 TO JHATIJHARNA VIA BURUDIH ROAD FOR THE YEAR 2022-23 TOTAL LENGTH- 24.01 KM CRF JOB NO- JHR -2022-23/ 59

Amount

Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness .RCD SOR 2.03

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. (300-600mm ) RCD SOR 2.01

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 600-900 mm RCD SOR 2.01

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 900-1800mm RCD SOR 2.01

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 >1800mm RCD SOR 2.01

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately RCD SOR 2.14

Removal of Hand pumps all complete job as per specification and direction of E/I RCD SOR N.S

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres Brick Masonary RCD SOR 2.04(ii)B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres Stone Masonary RCD SOR 2.04(iii)B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres (ii) PCC M15 and above RCD SOR 2.04 B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres (iii) RCC M20 and above RCD SOR 2.04 C

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.RCD SOR 2.04(9)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Bituminous Course by mechanical means) RCD SOR 2.05(ii)A

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) RCD SOR 2.06

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m RCD SOR 3.06

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. 30.00 per including watering, rolling & compaction) (b) soft rock RCD SOR 3.07

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. 30.00 per including watering, rolling & compaction) (c) hard rock (blasting prohibited) RCD SOR 3.08B

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. RCD SOR 3.17

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. RCD SOR 3.16

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCD SOR 3.18

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Gr .V RCD SOR 4.01B (v)

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. RCD SOR 4.14B

Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (I) RCD SOR 5.01 (i)

Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II) RCD SOR 5.02 (ii)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent 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 MORT&H specification clause no. 505 complete in all respects with Modified Graded Bulk Bitumen. RCD SOR 5.04AB

Tack Coat on Bituminous surfaces 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 surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I) RCD SOR 5.02 (i)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects with Modified Graded Bulk Bitumen. RCD SOR 5.05A B

Dry Lean Cement Concrete Sub- base (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.) RCD SOR 6.01

Cement Concrete Pavement (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 ) RCD SOR 6.02

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (i)90cm Equilateral triangle RCD SOR 8.04 ((ii)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (ii)60cmx60cm Square RCD SOR 8.04 (xiii)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (iii)80cmx60cm rectangular RCD SOR 8.04 (x)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (iv) 60cm.x45.0cm rectangular RCD SOR 8.04 (xii)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (v)60 cm. Circular RCD SOR 8.04 (viii)

Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign 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 iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (vi)90 cm. high Octagonal RCD SOR8.04 (xv)

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 RCD SOR 8.05

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade RCD SOR 8.30

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.RCD SOR 8.13

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (5th KM) RCD SOR 8.14(i)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary KM POST 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

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) RCD SOR 11.09

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)RCD SOR 8.07 A

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 RCD SOR 12.08 c

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications RCD SOR 12.42

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I. RCD SOR NS

E/W in excavation of foundation trenches all complete job as per specification and direction of E/I RCD SOR 12.01

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC M15 RCD SOR 12.08 A (II)

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.RCD SOR 12.07B

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications RCD SOR 13.04A

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC M20 RCD SOR 13.05 B

Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7,free from grass,dirt and debrisand other loose and deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/I RCD SOR 13.1

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC M20 RCD SOR 13.05 B

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC M 25 RCD SOR 14.01 B

Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications . RCD SOR 13.06

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC m15 RCD SOR 12.08A

Providing RCC M25 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) RCD SOR 13.05 F (P)

Providing PCC M20 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) RCD SOR 13.05 B

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. RCD SOR 16.08A

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. RCD SOR 16.01

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 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 RCD SOR 8.22 A (ii)

Providing P.C.C.M15 ordinary grade mechanically mixed concrete below approach slab ,as levelling course with graded stone aggregate 40mm to 10mm size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,tools and plants, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I RCD SOR 14.1

Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications RCD SOR 14.11

Providing and laying a burried expansion joint , expansion- gap being 20 mm covered with 12 mm thick ,200mm wide galvanised weldable structural steel as per IS:2062 placed symmetrical to the centre line of the joint, resting freely over the top surface of the deckconcrete, welding of 8mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate all as specified in clause 2604 RCD SOR 14.17

Providing drainage spouts with 260mmx260mm M.S. grating 100 mm dia. 1.00m long G.I. pipe including cost of all labour and materialall complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I RCD SOR 14.09

Providing painting of hand rail with ready mixed paint of approvedcolour and texture as per specification and direction of E/I RCD SOR 8.08

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. RCD SOR 14.17

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble Masonry RCD SOR 12.07 B

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification RCD SOR 13.04 A

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 RCD SOR 13.05 B

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. RCD SOR 16.05

Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications RCD SOR 13.03

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 9.05

Numbering and writing the culvert no. etc. -do-do- all complete RCD SOR NS

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. RCD SOR 12.07(A)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications RCD SOR 13.04(B)

Providing R.C.C. M30 in wearing coat -do-do-all complete job RCD SOR 14.04

Providing HYSD bars for R.C.C. RCD SOR 14.02

Providing Designation 75A B/W in c.m.(1:3) in foundation and plinth -do-do- all comp. RCD SOR 13.01

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job RCD SOR

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification RCD SOR NS

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight RCD SOR 14.17(ii)

Providing 75x75mm weep holes @1000mm C/C both horizontally and vertically -do-do-all complete job RCD SOR 14.17(iv)

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job RCD SOR NS

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job RCD SOR NS

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job RCD SOR NS

(Construction of Bridge) E/W in excavation of foundn. Trenches for bridges with all materials ,labour ,tools and plants,levelling and ramming the foundation beds,dressing the sides ,removing roots,logs ,shrubs,and other loose and deleterious materials likely to deteriorate,adequate provision against erosion,water pollution anddrainage to keep the site free of water ,stacking the excavated soil clear from the edge of excavation,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring) (i)Ordinary soil RCD SOR 12.01(i)

(Construction of Bridge) E/W in excavation of foundn. Trenches for bridges with all materials ,labour ,tools and plants,levelling and ramming the foundation beds,dressing the sides ,removing roots,logs ,shrubs,and other loose and deleterious materials likely to deteriorate,adequate provision against erosion,water pollution anddrainage to keep the site free of water ,stacking the excavated soil clear from the edge of excavation,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring) (ii)Soft rock RCD SOR 12.01(ii)

Plain cement concrete M15(1:3:6) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by :2:4)vibration including curing for 14 days.RCD SOR 12.4(i)

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCD SOR 12.08G

Supplying ,bending and binding HYSD bars in Foundations complete as per specification and direction of E/I RCD SOR 12.42

Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds 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 RCD SOR NS

Providing PCC/RCC mechanically mixed concrete in abutment,Pier,wing wall,return wall,curtainwall, toe wall with graded stone aggregate 20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) (a)RCC M-30 RCD SOR 13.05G

Back filling behind the abutment,wing wall and return wall including foundation trenches with granular material combined with all leads and lifts at site including cost of all materials,labour,tools and plants,watering,cost of water with all leads and lifts ,dressingand ramming,free from grass and other loose deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I RCD SOR13.09A

Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7,free from grass,dirt and debrisand other loose and deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/I RCD SOR13.1

Providing P.C.C.M15 ordinary grade mechanically mixed concrete below approach slab ,as levelling course with graded stone aggregate 40mm to 10mm size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,tools and plants, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay ofmachinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as perdesign/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I RCD SOR14.1

Providing and laying RCC Approach slab M30 grade including reinforcement and formwork complete as per drawing and Technical specifications RCD SOR 14.11

Providing weep holes in PCC/RCC in abutment ,wing wall,return wall with 100mm dia A.C. pipes ,collar ,M.S. clamps including cost of all materials and labour, ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/IRCD SOR 13.08

Supplying ,bending and binding HYSD bars in Substructure -do-do-all complete as per specification and direction of E/I RCD SOR 13.06

Providing PCC/RCC mechanically mixed concrete in Deck slab,girder,bed block,and Foot path, with graded stone aggregate20mm nominal size and clean coarse sand of FM 2 and above , well screened, free from all dirt ,dust shellsand other deleterious materials,including cost of all materials form work ,labour,handling material at site,centering and shuttering,screening,mixing in cement mixer,placingin position,vibrating,hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts,all taxes and royalties,incidental charges,hire and running charges of machinery,depreciation,major/minor repair,POL and other lubricants,pay of machinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I(excluding cost of reinforcement and it's cutting ,bending ,binding etc.) (a)RCC M-30 RCD SOR 14.01C(ii)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) RCD SOR 8.22

Providing and laying Reinforced cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical specification RCD SOR 14.04

Providing HYSD bars in all types of RCC works in Girder, Deck slab ,bed ,block, abutment,return wall ,pier shaft, abutment cap, pier capincluding cutting to sizes,bending,binding,placing in position on cement cubeswith cost of all materials,labour,tools and plants,all taxes,handling materials at siteand incidental charges,all complete job as per design/drawing and technical specification and MORT&H specifications clauses and other relevant clauses and direction of E/I RCD SOR 14.02

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.) RCD SOR 14.21

Providing drainage spouts with 260mmx260mm M.S. grating 100 mm dia. 1.00m long G.I. pipe including cost of all labour and materialall complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevant clauses and direction of E/I RCD SOR 14.09

Supplying ,fitting and fixing elastomeric bearing conforming to IRC 83(part -I) section-IX in position ,true to lines and level including all accessories,neoprene w.r.l.m.s. plate ,all labour including machinary inputs for various processing operations like gas cutting .fabrication,converting into elastometric compound of required specifications,for adding chemicals like primer for plates and final bonding agents of plates to elastomer, for pretreatment,bonding /vulcanizing of elastometric compound with reinforcing steel plate,hire and running charge of machinery with depreciation,major/minor repair,POL and other lubricants,pay of machinary staff ,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification design/drawing and technical specification and MORT&H specificationclauses and other relevant clauses and direction of E/I RCD SOR 13.14

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 sqm. RCD 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 RCD SOR 16.04A

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification RCD SOR 16.05

(Construction of Diversion )Cutting of trees along with branches including removal of stumps and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth sizes ) 300mm to 600mm RCD SOR 2.01

Cutting of trees along with branches including removal of stumps and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth sizes ) a)600mm to 900 mm RCD SOR 2.01

Cutting of trees along with branches including removal of stumps and their removal from the work site as per MOSRT&H Specification Cl. No.201 with the following girth sizes ) b)900mm to 1800 mm RCD SOR 2.01

Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness. RCD SOR 2.03

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) RCD SOR 3.06

Construction of embankment with approved material obtained fromborrow pits with all leads and lifts ,trasporting to site ,spreading ,grading to required slope and compacting to meet requirement of table300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I Rolling with vibratory Roller RCD SOR 3.16

Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I Rolling with vibratory Roller RCD SOR 3.17

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.RCD SOR 4.01A(i)

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. RCD SOR 4.12

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of the road surface and spraying primer @0.60 kg/sqm using mechanical means . As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I. RCD SOR 5.01

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. RCD SOR 5.07

Maintaining the Diversion during construction period as and when required all complete job as per specification and direction of E/I RCD SOR NS

E/W in excavation of foundation trenches in ordinary Soil all complete job as per specification and direction of E/I RCD SOR 12.01(i)

Providing P.C.C. M10 with nominal mix (1:3:6) in foundation trenches and plinth all complete job RCD SOR 12.04(i)

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. RCD SOR 12.07A

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. pcc m15 RCD SOR 14.1

Laying Reinforced cement concrete pipe NP4/prestressed 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 9.05

(Dismantalling of Existing Bridge) 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 (Stone Masony in C.M.) RCD SOR 2.04B

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)R.C.C. by mechanical means RCD SOR 2.04(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 (ii) PCC RCD SOR 2.04(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 (iii) Taking out 900mm dia HP RCD SOR 2.04(9)A

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K. K. Builders Pvt. Ltd.

TRIVENI ENGICONS PRIVATE LIMITED

SHREE BALAJI ENGICONS LIMITED

LEADING CONSTRUCTION