Upgradation and Maintenance of road from MRL01-Kaloosa to Gurdal (Batch-I, 2019-20) Package No.JK03-2001, Length 7.00Kms Block Bandipora, PMGSY Division Bandipora.

Amount

Cutting of Trees

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps (As per tech specification clause 201) of Specified Girths,

i) Girth above 300 mm to 600 mm

ii) Girth above 600 mm to 900 mm

iii) Girth above 900 mm to 1800 mm

Dismentling of walls ,country type as per tech specification clause 202

Earth Work

a) 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 as per Technical Specification Clause 1603.1 including all leads and lifts complete job.

b) Excavation in Hilly areas in ordinary rock not requiring blasting by mech. Means incl. cutting and trimming of slopes and disposal of cutting material with all laeds and lifts as per technical specification clause 1603.2. including all leads and lifts complete job.

Excavation in hilly areas in hard rock requiring blasting, by mechanical means, incl. cutting and trimming of slopes and disposal of cutting material with all leads and lifts as per technical specification clause 1603.2.including all leads and lifts complete job.

Construction of embankment with approved material obtained from borrow pits with all lifts , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

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 301.5Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Pavement

Construction of Water Bound Macadam course using locally available material with PI <6 (Table 400.13) Providing laying spreading and compacting local material in block or large discrete particles, such as kankar,Laterite,Dhandla etc as per Table 400.13 to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming requisite type of screening/binding material to fill -up the interstices of laid material watering and compacting to the required density as per clause 405.3 and Technical Specification clause 408. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Wet Mix Macadam: - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Scarifying the existing Bituminious :Scarifying road surface upto required depth and disposal of scarified material with a reqd lead and lift as per technical specification clause 301.4 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Prime Coat:- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 .including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Tack Coat: -Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Bit Macadam :- P/L Bit Macadam ( 50mm thick ) with hot mix plant using crushed aggregate of grading as per Table 500.3and 500.4 premixed with bitumen binder, V.G-10, not less than 3.3% laid over a previously prepared surface with paver finisher to the required camber, grade level and alignment and rolled to achieve the designed compaction as per tecnical specifications clause 504. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

OPEN GRADED PRE-MIX-CARPET: -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.including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Seal Coat: - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (VG-10) as per Technical specification Clause 510 and 510.2.3 by mechanical means (VG-10) including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Berm Filling/ Shoulder: - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Pipes 5No 750mm dia and 21 No 500mm dia

Earth work : - Earth work 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 of cutting material with all leads and lifts as per technical specification clause 1603.2. including loading,unloading,haulages,octori charges and royality,watering complete, dressing of sides and bottom and backfilling in trenches with excavated suitable material. including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Type B (First Class) Bedding: - Laying of (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Back Filling over Pipe(Granular material) including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Polygonal/ Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.(750 mm dia), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.(500 mm dia), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

2No 6mtr RCC culvert; 1No 4mtr RCC culvert (Extension) and 1 No Strengthening of existing 6mtr Culvert

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 incl all leads and lifts, dressing of sides and bottom and backfilling in trenches with excavated suitable material in ordnary soil .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6), { P.C.C grade M 10 Nominal mix 1:3:6},including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item 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 {P.C.C grade M 15 Nominal mix 1:2.5:5},including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 {P.C.C grade M 15 Nominal mix 1:2.5:5}, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {R.C.C grade M 20 design mix}, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing weepholes in brick masonry/stone masonry, 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 614, 709, 1204.3.7 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete job as per drawing and technical specifications Clause 1208.2including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Dewatering / Diversion of Nallah during execution if found necessary including traffic diversion.Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Crate Protection Bund (90 Rm)

Earth work 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 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 all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

PCC DRAIN (900 Rm)

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 in ordnary soil with lead upto 3m.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6), { P.C.C grade M 10 Nominal mix 1:3:6},including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item 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 {P.C.C grade M 15 Nominal mix 1:2.5:5}, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing weepholes in brick masonry/stone masonry, 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 614, 709, 1204.3.7 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing and laying reinforced cement concrete in open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {P.C.C grade M 20 design mix}, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

R/Wall / Breast Wall (2mtr=700 &3mtr=240 Rm)

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 in ordnary soil with lead upto 3m.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Polygonal/ Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Polygonal/ Random Rubble masonry, uncoursed brought to course with quarry stones laid DRY in foundation and plinth incl cost of bond stones.including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Stones available at site from cutting)including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11, including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

PCC Toe wall(1090Rm)

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 in ordnary soil Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii), including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Providing weepholes in brick masonry/stone masonry, 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 614, 709, 1204.3.7 including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item 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 (P.C.C Grade M-15 Nominal mix 1:2.5:5),including all leads, lifts, loading, unloading, octori from the approved source upto the site of construction. (Finished item to be measured complete)

Road Furniture

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. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 [Item=10.16]

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board ) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1,

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,

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704,

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,

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 Specification Clause 1702

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.

Sharp Construction Co.

GRG Infracon Private Limited