JH-XVI-II-SRK-06

Amount

Details

Labour for clearing and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, saplings and tree of girth up to 300mm removal of stumps, disposal of unserviceable materials and stacking of serviceable materials up to 1000 m. by manual means……….all complete job as per technical specification clause 201.1SOR Item No.-2.2 201.1

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I) 302

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3 301.5

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead from 250 to 500 m as per Technical Specification Clause 301.5 SOR Item No. 3.4 301.5 (c)

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with from lead 250 to 500 m as per Technical Specification Clause 303.1.SOR Item No.-3.14 303.1 (C)

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method (iii) For Grading III Material Construction of granular sub-base by providing well graded material (Grading III) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density complete as per Technical Specification Clause 401.SOR Item No.-4.11

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method (ii) For Grading II Material Construction of granular sub-base by providing well graded material (Grading II) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density complete as per Technical Specification Clause 401.SOR Item No.-4.1 (A) III

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Prime Coat : Preparing and applying of water soluble silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg silane : 100 kg cationic bitumen emulsion : 200 liter water . Take 1 kg of silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution at the rate of 1 liter per sqm on compacted stone base. Check quality of bitumen emulsion before bulk use. (Including 1% extra for widening in Horizontal Curve)SOR Item No.-5.1 502

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Surface Dressing using Bitumen Emulsion Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. (B) By Mechanical Means Case – I: Nominal chipping size 13.2 mm SOR Item No.-5.7. 507

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Surface Dressing using Bitumen Emulsion Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. (B) By Mechanical Means Case – II: Nominal chipping size 9.5 mm SOR Item No.-5.7. 507

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 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.SOR Item No.-9.1 1100 & 300

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Bedding for pipe Type B (First Class) Bedding , Laying (First Class bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii0SOR Item No.-9.2 (ii)

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapaets clause 1106.SOR Item No.-9.3.1100

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. I. (ii) In 1:4 Cement mortarSOR Item No.-11.6. 600 & 1200

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Providing concrete for plain/reinforced concrete M-15 in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.SOR Item No.-11.4 800 & 1200

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Providing and laying boulder pitching on slope over prepared filter media apron for bed protection with stone boulder of minimum size 25kg laid dry complete as per drawing and technicaj specification clause 1301.SOR Item No.-14.5.1300

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4. II. Coursed rubble masonry (1st sort) SOR Item No.-13.17

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Pointing with cement mortar (1:3) on C.R.M work in parapet as per drawing and technical specification Clauses 613.3 and 1204 SOR Item No.-13.18

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Backfilling in Foundation trenches as per drawing and technical specification clause 1108. SOR Item No.-9.14.1100 & 300

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615. SOR Item No.-9.14.1100 & 300

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. SOR Item No.-11.6 (I) (ii)

1) L055 - L024 to Parudih

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202&1204 SOR Item No.-12.5 (III) (i)

1) L055 - L024 to Parudih

Providing & Laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 SOR Item No.-13.1

1) L055 - L024 to Parudih

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Cllauses 1002,1010 and 1202 SOR Item No.-13.2

1) L055 - L024 to Parudih

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 SOR Item No.-12.1

1) L055 - L024 to Parudih

Providing weepholes in brick masonry/stone mosonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 616,709,1204.3.7 SOR Item No.-12.9

1) L055 - L024 to Parudih

Stone masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600,900 and 1208.4 SOR Item No.-13.9

1) L055 - L024 to Parudih

Neat Cement punnim on Parapet Top SOR Item No.-13.26(BCD)

1) L055 - L024 to Parudih

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20 SOR Item No.-12.5.1.1 V

1) L055 - L024 to Parudih

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification clause 1703. (I) F.I. Post (SOR Item No. 10.11) SOR Item No.-10.10.1700

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification clause 1703. (III) Kilometre Stone (Pre-cast) SOR Item No.-10.10.1700

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification clause 1703. (IV) 200m Kilometre Stone (Pre-cast) SOR Item No.-10.10.1700

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. ............................... SOR Item No.-10.16.1700

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Providing and erecting Cautionary road signs identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not not exceeding 0.9 sqm supported..................... [Area : (Pi/4 x 0.6^2=0.47sqm @ 2767.75 per sqm SOR Item No.-10.3 A(i)

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Reinforced cement concrete M15 grade Leveling pilars/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification clause 1703. SOR Item No.-0

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Setting Out

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Maintainance for 1st year

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Maintainance for 2nd year

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Maintainance for 3rd year

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Maintainance for 4th year

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

Maintainance for 5th year

1) L055 - L024 to Parudih

2) L054 - L024 to Hanumanthdih

M/S RAJ YADAV