Upgradation and Maintenance of road from Pazulla Satiloo Stage U Batch I 2019-20 Package JK03-2010 length 3.05 Kms block Rohama PMGSY Division Baramulla

Amount

SITE CLEARANCE:

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (Ref. MoRD Specification 201) In area of thorny jungle. By mechanical means.

Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by stacking of servicable material by manual means as per Technical Specification Clause 201.

Girth 300 mm to 600 mm

Girth 600 mm to 900 mm

Girth 900 mm to 1800 mm

EARTH WORK IN HILL ROAD

Excavation in hard soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (By Mechanical Means.)

PAVEMENT

Preparation of sub garde compacting original ground supporting sub grade loosening of the ground upto a level of 300mm below the sub grade level, watered , graded & compacted in layers to meet requirement of tables 300.1 and 300.2 for sub garde construction as per techincal specification clause303.5.2.

Scurifying Existing Bituminous Surface to a depth of 150mm and disposal of secrified material with a lift upto 3mtr and lead upto 1000mtr as per technical specification clause 301.4 as per technical specification clause 408, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Construction of Granular Sub-Base/base/surface course with localmaterials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. as per technical specification clause 408, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per Technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete .)

Providing & laying bituminous macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m, laid over a previously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504,including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.) .

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)

20mm thick OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(By Mechanical Means) Bitumen S-90

Providing and laying of Seal Coat by mechanical means sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type B , bitumen (S-90) as Technical Specification Clause 510, including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete.)

SHOULDER

Hard Shoulder: Construction of shoulders with approved material/Granular River Bed Material /quarry with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meat requirement of tables 300.2 with lead upto 1000m as per Technical Specification clause 303.1 (Finished work to be measured, complete)

EDGE WALL

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ref. MoRD Specification 300) i) Hard Soil

Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nominal mix 1:3:6, hand mix.) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) (Ref. MoRD Specification 800 & 1200.)

Providing concrete for plain/reinforced concrete (P.C.C grade M 15, in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) (Ref. MoRD Specification 800 & 1200.)

P/F of PVC pipe tof approved quality as per directions of site incharge to be embeded in M-15concrete during execution for Weep Poles complete.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Ref. MoRD Specification 1200.) including, cost and carriage of material from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

CRATE WORK:

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ref. MoRD Specification 300) i) Hard Soil

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Backfilling behind Retaining wall/Breast wall complete as per drawings & technical specification Clause 1204.3.8 (Item No 12.10, Page No 46 of SOR )(Granular Material available at site).

HUME PIPE CULVERTS

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ref. MoRD Specification 300) i) Hard Soil

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No 9.2(11), Page No 33of SOR ) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing concrete for plain/reinforced concrete (P.C.C grade M 10, Nominal mix 1:3:6, hand mix.) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) (Ref. MoRD Specification 800 & 1200.)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade. H/D Walls (Item No 11.4(11), Page No 43 of SOR ) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) (Ref. MoRD Specification 700.).

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 parapets Clause 1106, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) (Ref. MoRD Specification 1100.) a) 1000 mm dia

b) 500 mm dia

Backfilling in Foundation trenches as per drawing and technical specification Clause 1108. (Item No 9.14, Page No 35 of SOR )(Granular material) , including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)(Ref. MoRD Specification 1200.)

Cement Concrete Drain

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ref. MoRD Specification 300) i) Hard Soil

Providing concrete for Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete) including 50 mm Flooring

Providing and laying of M-25 RCC work for slabs.( Approach Slabs in built up area) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing and fixing of HSD Reinforcement for RCC Slab as per drawings and technical specifications Clauses 1000 and 1202, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

ROAD FURNITURE AND TRAFFIC SIGNAGES

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing.as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).

Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications . (Item No 1.11, Page No 10 of SOR

Providing and fixing of PMGSY LOGO Board as per drawing and detail of PMGSY (Fig 1)

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per B68rawing and MORD technical specification Clause 1703. (Ordinary Kilometer stone: precast)

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per drawing and MORD technical specification Clause 1704.

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 (Item No 8.2(1) , Page No 30 of SOR )

Construction of job piller/bench mark as per Fig. 1600.1( d) as per drawing and Technical Specification Clause 16

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

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/concrete surface,including cleaning the surface of all dirt,dust and other foreign matter,demarcation at site and traffic control as per drawing and technical specifications Clause 1702. (Item No 10.8 Page No 39 of SOR )

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

Crown Construction

GRG Infracon Private Limited