Widening and Strengthening of Gopalpur to Bannibagicha via Routa,Ramalbigha,Mandal Tola and Eton Road, CH-Km 0.00 to 16.415, Total length-16.415 km, Package no-BR19RC356

Amount

Clearing and Grubbing Road Land . Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (By Manual Means)

Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Dismantling of Structures Dismantling 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 1000 metres Cement Concrete Grade M-15 & M-20

Dismantling of Structures Dismantling 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 1000 metres Dismantling Brick / Tile work

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Up to 600 mm dia

Excavation for Box Cutting. 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 within all lifts and lead upto 1000m.

Construction of embankment with material obtained from road way cutting Construction of embankment with approved materials deposited at site and obtained 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 Earth Work Sheet

Construction of Embankment with Material obtained from Borrow pits 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 Earth Work Sheet

Granular Sub-Base with Well Graded Material (Table:- 400- 1):--Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(GSB GR-I)

Wet Mix Macadam :-- Stabilized Base : Providining, Laying, Spreading and compacting in situ/borrow area soil of CBR >5% mixed with 40% crushed aggregate / GSB Grade 2 as per mix design. Application : (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 40% and 60% Borrow area soil of CBR >5% as per mix design. (2) Spread Cement minimum 4.5% by wt of soil - GSB mix or as per job mix over soil & aggregate mix and scarify with rotavator for mixing throughly. (3) Apply 0.75 kg/cum organosilane Nanotechnology and 0.75 kg/cum nano acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose soil- aggregate - cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4) Compact the stabilized soil-cement aggregate base layer with 8 to 10 tone vibratory roller to achieve the desired density rates include all material, labour, hire charges of machinery etc. as per Mord Specifications & direction of Engineer-in-charge.

Wet Mix Macadam Stabilized Base with organosilane Nanotechnology:-- Stabilized Base : Providining, Laying, Spreading and compacting in situ/borrow area soil of CBR >5% mixed with 40% crushed aggregate / GSB Grade 2 as per mix design. Application : (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 40% and 60% Borrow area soil of CBR >5% as per mix design. (2) Spread Cement minimum 4.5% by wt of soil - GSB mix or as per job mix over soil & aggregate mix and scarify with rotavator for mixing throughly. (3) Apply 0.75 kg/cum organosilane Nanotechnology and 0.75 kg/cum nano acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose soil- aggregate - cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4) Compact the stabilized soil-cement aggregate base layer with 8 to 10 tone vibratory roller to achieve the desired density rates include all material, labour, hire charges of machinery etc. as per Mord Specifications & direction of Engineer-in-charge.

Prime Coat:- Providing and applying primer coat with bitumen emulsion (SS1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means.as per Technical Specification Clause 502.

Tack Coat : -Providing and applying tack coat with bitumen emulsion (RS1)using emulsion pressure distributor at the rate of 0.20-0.25 kg per sqm on the prepared bituminous/granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bituminous Macadam :-- Providing and laying bituminous macadam 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 1000m 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 Technical Specification Clause 504.

Semi-Dense Bituminous Concrete :-- Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects (Providing and laying 25 mm SDBC over full Crust width )

Construction of Panel concrete :-Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 125 mm

Kilometre Stone :-- Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast)

Ordinary kilometer stone (precast)

Boundary pillar:-- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: -- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Retro-Reflectorised Traffic Signs : -- 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 (i) 90 cm equilateral triangle

(ii) 60 cm equilateral triangle

(iii) 60 cm circular

(iv) 80 mm x 60 mm rectangular

(v) 60 cm x 45 cm rectangular

(vi) 60 cm x 60 cm square

(vii) 90 cm high octagon

(viii) 90 cm x 30 cm rectangular for Hazard Marker

(ix) 60 cm x 50 cm rectangular for Chevron Sign

Providing and fixing of retro-reflectorised typical PMGSY informatory sign board ,Direction Sign Board &Maintenance Sign Boardwith 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 Informatory Sign Board

Direction Sign Board

Maintenance Sign Board

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Type B ( First Class ) Bedding :-- Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Providing M15 (PCC 1:2.5:5) in Foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

P.C.C M 20 in Sub Structure :-- Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying RCC pipe NP-4 (600 mm dia) for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Painting Two Coats on New Concrete Surfaces:--Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Providing and laying RCC pipe NP-4 (1000mm dia) 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 masonary works in head walls and parapets as per clause 1106

Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing tarfelt in proper layer between bed plate and deck slab

Providing E/W in Filling in Road Embankment.:-- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 30

Brick masonry work in cement mortar 1:4 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Plastering with cement mortar (1:4) :-- Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC Grade M20)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Protect For Geo Bags Filling & Placing at Site @ Ch 730 to 1730

Routine Maintenance amount for 1st year

Routine Maintenance amount for 2nd year

Routine Maintenance amount for 3rd year

Routine Maintenance amount for 4th year

Routine Maintenance amount for 5th year

12% GST Amount (Construction and Maintenance)

KUMAR INDIA ENGITECH PRIVATE LIMITED

NITESH KUMAR SINGH

SANJAY KUMAR TECHNOCRATE PRIVATE LIMITED