Upgradation and Maintenance of road L059 - Serch Buderkund Bobsipora (Nano Technology), Stage-U, Length 5.00 Kms, Carriageway 3.75m, PMGSY-II (2019-20), Package No. JK13-2001 (5th Tender Call)

Amount

PART A: EARTHWORK

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 loading, unloading, haulages,octroi charges and royality complete. (finished work to be measured complete)

PART B: PAVEMENT

Subgrade prepration Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. (Manual Means)

Construction of Water Bound Macadam using locally available material (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 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

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..including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

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)

Primer coat with Nano technology:Preparing and applyying of water solublre silane nano technology (for bitumen emulsion application ,IRC Approved )with cationic bitamin emulsion CSSI and water(<1000PPM TDS)in the ratio of 12kg silane ''100 kg catonic bitamen emulsion:200 ltr.warter .take 1kg of silane nano technology and add in 200 ltr water while filling water in tanker/drum and then add 100 kjg catonic bitamun emulsion under circulation .mix the silution compleatly.Spray the solution @1ltr/sqm on compactedstone base .Check quality of bitamen emulsion before bulk use.

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)

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

Khak bajri Shoulders :- Construction of hard shoulders (RBM/Khak Bajri) with approved material from the nearest source with all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of with all leads including loading, unloading, haulages,octroi charges and royality complete as directed by the Engineer. (finished work to be measured complete)

Water Proofing Of Shoulder Top with Nano-Technology : 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.

PART C: PROTECTION WORKS

SECTION 1: RETAINING WALL / BREAST WALL 2M HEIGHT

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 side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt depth)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M-10 Nominal mix 1:3:6).including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Polygonal/ Random Rubble masonry, uncoursed brought to course in cement sand mortar 1:5, with quarry stones in foundation and plinth incl cost of bond stones and levelling up at specified levels with M-5 grade ( stone aggregate 20mm size).including loading, unloading, haulages,octroi charges and royality complete.(finished work 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 loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Providing PCC M 20 50mm thick Coping on top of retaining wall/breast wall.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete).

SECTION 2: EDGE WALL 1M HEIGHT

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 side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt 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 loading, unloading, haulages,octroi charges and royality complete.(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-10 Nominal mix 1:3:6).including loading, unloading, haulages,octroi charges and royality complete.(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 loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

PART D: 1 X 5 M SPAN CULVERT 1 No.

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 loading, unloading, haulages,octroi charges and royality complete.(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 loading, unloading, haulages,octroi charges and royality complete.(finished work 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 {PCC grade M 15 Nominal mix 1:2.5:5}, including loading, unloading, haulages,octroi charges and royality complete.(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 20 design mix}, including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Supplying, fitting, and placing TMT bar reinforcement (Fe 415) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,.including loading, unloading, haulages,octroi charges and royality complete.(finished work 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 loading, unloading, haulages,octroi charges and royality complete.(finished work 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

Dewatering / Diversion of Nallah during execution if found necessary including traffic diversion.

PART E: PCC 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 side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M-10 Nominal mix 1:3:6).including loading, unloading, haulages,octroi charges and royality complete. (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 loading, unloading, haulages,octroi charges and royality complete.(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 20, Nominal mix (1:2:4)] .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

PART F: CRATE APRON BUND

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 side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)

Providing and Laying of Boulder Apron laid in wire Crates 4mm dia G I Wire conferming to IS 280 and IS 4823 in 100mm X 100mm mesh (woven diagonaly includiing 10% extra for laps and joints laid with stone Boulders weighing not less than 25 Kgs each as per drawing and Technical Specifications Clause 1301 .including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Backfilling behind Crate wall complete as per drawings & technical specification Clause 1204.3.8.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

PART G: PIPE CROSSING 15No 500mm & 3No 1200mm

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 side and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3m 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 loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete).including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Polygonal Random Rubble massonary,uncoursed brought to course in cement sand mortar 1:5 with quarry stone in foundation and plinth incl cost of bond stones and levelling up at specified levels with M15(stone aggregate 20 mm size).including loading, unloading, haulages,octroi charges and royality complete.(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 head walls and parapets as per Clause 1106.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

500 mm dia

1200 mm dia

PART H: ROAD FURNITURE

Providing and fixing of Typical PMGSY Informatory Sign Board with Logo as per MORD specification and , as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

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 figure 1600.1(b) as per Drawings and Technical specification clause 1602.1 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

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 drawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Construction of Back Pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Providing and fixing of mandatory / cautionary / informatory sign boards to be fixed at different locations as per drawing annexed.with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Providing and fixing of 200 mt stones.with all leads, lifts, loading unloading handling , Re-handling and octori. (Finished work to be measured, complete .)

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.

MS Hamdaniya Constructions