Upgradation and Maintenance of road MRL01-Kadder Turigam Pandithpora Nunmahi Zabban Palnoo (Under Nano Technology), Stage-U, Length 3.55Kms, Carriageway 3.75m, PMGSY-II (2019-20), Package No. JK01-2013

Amount

PART A: SITE CLEARANCE

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismentalling of Masonry Works as per Techanical Specifications Clause 202 Upto 600mm dia Hume pipe

Dismantalling 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 1000m as per Techanical Specifications Clause 202 By Mechanical Means

a). Stone Masonary

b). Cement concrete

c). Reinforced cement concrete

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.By mechanical means.In area of non thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.Lead up to 100m

a). Girth above 300mm to 600mm.

b). Girth above 600mm to 900mm.

c). Girth above 900mm to 1800mm.

d). Girth above 1800mm to 2700mm.

PART B: EARTHWORK

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.(finshed work to be measured).

Construction of unlined surface drains of average cross secvtional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lft upto 3m and lead of 50 m ( average lead 25 m) as per Technical specifications clause 307 By mechanical means (finshed work to be measured).

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause 301.5 .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead as per techanical specification clause 301.5 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

PART C: PAVEMENT

Preparation of Subgrade:- Loosening,Levelling and Compacting original ground supporting embankment,to facilitate placement of first layer of embankment,scarified to a depth of 150mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Techanical Specification Clause 301.4.1

Waterproofing on top of the sub Grade soil base with Nano technology based Organo silane & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1:1:200 @ 3ltrs/sqm as per direction of the Engineer-in-charge (Finished work to be measured) .

Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / muruum / GSB Grade 2 as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 300 mm. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. (4) Compact partially the surface with vibratory roller. (4) Spread 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. (5).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. (6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.). Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) Including loading unloading and octori.(Finished work to be measured) .

Primer Coat with Nano Technology, 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 loading unloading and octori. (Finished work to be measured) .

Semi-Dense Bituminous Concrete (penetration grade) Binder With Nanotechnology based Organo Silane Compound.:Providing and laying Semi Dense bituminous concrete with 40-60 TPH Batch Type hot mix plant using crushed aggregates of grading 2; 19mm nominal size of 10mm to 5mm @40%; 5mm below @ 32% & Crushed sand or grit passing 2.36mm sieve and retained on 180 mic @ 28% , premixed with bituminous binder @ 4.5% of Mix & 0.1% Zycotherm organosilane or Equivalent , transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per IRC 95 - 1987. ZycoTherm IRC accreditation : IRC-24(7)/2017 (ACC:248) Including loading unloading and octori. (Finished work to be measured).

Seal Coat (penetration grade) Binder With Nanotechnology based Organo Silane Compound.Providing and laying seal coat with ZycoTherm organo silane nanotechnology @ 0.1% by the weight of bitumen, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Including loading unloading and octori. (Finished work to be measured).

Earthen Shoulder: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead as per techanical specification clause 301.5 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Waterproofing on top of Shoulders with Nano technology based Organo silane &nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1:1:200 @ 3ltrs/sqm as per direction of the Engineer-in-charge. Including loading unloading and octori.(Finished work to be measured) .

PART D: CROSS DRAINAGE

SECTION 1: 1 X 2M SPAN RCC CULVERT

Earthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3 m depth).

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6) including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading 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 (RCC M-25 in foundation for Raft) including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading 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 grade M 15 Nominal mix (1:2.5:5)] including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

Providing & laying reinforced cement concrete for plain concrete in substructure complete as per drawings and Technical Specifications clause 802, 804,805,806,807,1202 and 1204 in PCC Grade M-15 Nominal Mix (1:2.5:5) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work 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 {RCC grade M 25 Nominal mix (1:1.5:3)}]including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in Foundation / Superstructure complete as per drawing and technical specifications Clauses 1000, 1202 and 1202. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

a). Foundation

b). Superstructure

Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutments, wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)

Dewatering / Diversion of Nallah during execution of work if found necessary including diversion of traffic during execution and makings the things good after completion of job incl. hire charges of land if found necessary.

Providing,fitting & fixing in position Pipe Railing consisting of IS rolled steel joist posts designation ISMB100(100x75) at 2.5mtr. Interval and three rows of 50mm dia. Steel pipes(light) including fixing in position on Bridge/culvert deck Complete as per drawing & techanical specification clause 1208.10.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).

Backfilling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8.(Granular Material)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).

SECTION 2: 1000/600MM DIA PIPE CULVERTS

Earthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3 m depth).

Type B (First Class) bedding, 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 and octori.(Finished work to be measured, complete)

Type A (Concrete Cradle) Bedding, Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete).

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6)including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).

Providing & laying reinforced cement concrete for plain concrete in open foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in PCC Grade M-15 Nominal Mix (1:2.5:5) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete).

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 headwalls and parapets clause 1106 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete).

a). 1000 mm Dia

b). 600 mm Dia

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

PART E: CEMENT CONCRETE DRAIN

Earthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3 m depth).

Type B (First Class) bedding, 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 and octori.(Finished work to be measured, complete).

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6)including cost of form work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing & laying reinforced cement concrete for plain concrete in Foundation complete as per drawings and Technical Specifications clause 802, 803,1202 & 1203 in PCC Grade M-15 Nominal Mix (1:2.5:5) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-20 (1:2:4)Nominal mix (Flooring/coping) .including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing & laying plain/Renforced cement concrete in open foundation complete as per drawings and technical specification clauses 800,1205.4 & 1205.50 RCC Grade M25 (1:1.5:3)Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in Foundation complete as per drawing and technical specifications Clauses 1002, 1010 and 1202including loading /unloading,haulage, shuttering and octri etc of all materials complete job involved(Finished work to be measured)

PART E: PROTECTION WORK (RetainingWall/BreastWall/Edge Wall)

Earthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3 m depth).

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).

Providing & laying reinforced cement concrete for plain concrete in substructure complete as per drawings and Technical Specifications clause 802, ,804,805,806,807,1202 & 1204 in (PCC Grade M-15 Nominal Mix (1:2.5:5)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing weepholes in brick masonary/ stone masonary plain/reinforced concrete abutments, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1(v):20(H) towards drawing face complete as per drawings & technical specifications Clause 614,709, 1204.3.7(finished work to be measured)

Backfilling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8. (Granular Material) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete).

PART F: ROAD FURNITURE

Providing and fixing of typical PMGSY Informatory Sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the 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 tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Drwing No.JK10DA 8 enclosed (Chapter10,10.16)

Providing and fixing of Citizen Information Board as per Techanical Specifications , drawing &details.

Kilometer Stone:-Reinforced cement concrete M-15 grade KM 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.

a). Ordinary Kilometer Stones (Precast)

b). 200 m Stones (Precast)

Boundary Pillars:-Reinforced cement concrete M-15 Grade Boundry pillars / local stone of standard design as per IRC - 25 fixed in position includeing finishing and lettering but exculding painting as per drawing and technical specification clause 1704

Construction of Reference Pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1

Back Pillars/Bench Pillars:-Construction of back pillars/Bench Pillars as per figure 1600.1c, as per drawing and technical specification clause 1602.3

Providing and erecting direction and place identification Retro-Reflectorised Sign Board 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm 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 Specification Clause 1702

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 exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Maintenance Cost of 1st year

Maintenance Cost of 2nd year

Maintenance Cost of 3rd year

Maintenance Cost of 4th year

Maintenance Cost of 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.

JK Road Construction Co Pvt Ltd MD Jahangeer Ahmad Khan

EATOO CONSTRUCTION PVT. LTD.