Upgradation and Maintenance of road from L035-Fruit Mandi to Block Boundary Stage-U (Batch-I, 2019-20) Package No. JK03-2012, Length 18.00Kms Block Sopore, 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.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 300mm to 600mm

Girth 600mm to 900mm

EARTH WORK IN HILL ROAD

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 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 Job)

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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

PAVEMENT

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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Scarifying existing bituminous surface by mechanical means & disposal of scarified material with a lift upto 3 m & lead upto 1000 m as per technical specifications clause 301.5

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 Job)

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 Job)

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.,i 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 Job)

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 all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete Job)

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 all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete Job)

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, 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 Job)

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 all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete Job)

SHOULDER

Hard Shoulder: Construction of shoulders with approved 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 and as per Technical Specification clause 303.1 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 Job)

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.

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 Job)

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 Job)

P/F of PVC pipe 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 Job)

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 all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete Job)

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

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 Job)

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 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 Job)

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 Job)

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 Job)

500 mm dia

Backfilling in Foundation trenches as per drawing and technical specification Clause 1108. (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 Job)

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. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

Providing & fixing PMGSY citizen Information Boards as per drawings and technical specifications . including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

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) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

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. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

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, including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading (Finished work to be measured, complete Job)

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.

M/S SHAN CONSTRUCTIONS HOT MIX PLANT

GRG Infracon Private Limited