PB-13-81

Amount

Construction of Work

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.

Dismentling of Dry Brick Work (Existing Brick Edging) comp. in all respects

Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Excavation for roadway in soil using Mechanically means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification of MORD Clause 302 (3.5II)

Loosing , Levelling and Compacting original ground supporting embankement to facilitate placement of first layer of embankment scarified to a depth of 150 mm 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 Technical Specifications Clause 301.4.1

Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per MoRD Specification clause 301.5

Providing and laying brick on end edge complete as per Pb PWD specification

Granular Sub Base - Construction of granular sub base by Laying and consolidation of scarified / dismantled pavement material by adding 20% coarse sand as per specification, carrying the stone metal from stacks, spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.

Stabilized Sub-base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% 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 30% as per mix design in soil. (2) Spread Cement 3% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (2) Apply 0.6 kg /cum organosilane Nanotechnology and 0.6 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 with 8 to 10 tonne 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.

Stabilized Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% 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 30% as per mix design in soil. (2) Spread Cement 4% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (2) Apply 1.0 kg /cum organosilane Nanotechnology and 1.0 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 with 8 to 10 tonne 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.

Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology: 1 kg nano acrylic co-polymer : 200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.

Water Bound Macadam (Grading -III) -Providing, laying, spreading and compacting stone aggregates wbm GR-III) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405.

Preparing and applying Prime Coat of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo 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 @ 1 kg per sqm on compacted prepared surface (WBM/WMM) base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen VG-10 grade dosed with 0.1% organosilane nanotechnology by weight of bitumen binder at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder dosed with 0.1% organosilane nanotechnology by weight of bitumen binder 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 Technical Specification Clause 504.

Providing laying and rolling of Open-graded premix carpet 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen dosed with 0.1% organosilane nanotechnology by weight of bitumen binder 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 B as per Technical specification Clause 508.

Providing and Laying seal coat with 0.1% organosilane nanotechnology by weight of bitumen binder, 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

Providing and laying plain cement concrete pavement thickness as per design, over a prepared sub base, with cement, Coarse and fine aggregate conforming to IS:383 , maximum size of coarse aggregate not exceding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate wigh 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 leveling the formwork as per drawing), spreading te concrete with shovels, rakes, compacted using needle , screed and plate vibrators and finished in continuous operation including admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clasue 1501 (M-30)

CD Works

Removing all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202.

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material

Upto 3.00 Mtr Depth

Above 3.00 Mtr Depth

Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (600mm dia)

Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203

Reinforced cement concrete (RCC Grade M-30) in open foundation complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.

Plain cement concrete (PCC Grade M-30) in sub structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.

Plain cement concrete (PCC Grade M-30) in super structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.

Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710

Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204

Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204

Applying priming coat with cement primer & Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade including preparation of surface complete as per technical specification of CSR item no. 16.13+16.31

Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8

Providing reinforced cement concrete 1:2:4 M20 in sub-structure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204

Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202.

Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. (With Extra Rate for Steel FE 415, FE500, FE 550 (Integrated Plant marked) CSR M-42 Part-I)

Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Dismantling of existing sturcture like as RCC work as per MORD Specification 202.1.

Dismantling of Brick Work in Cement mortor of existing sturcture like as culverts, Bridges, Retaining walls and other structures comparsing of mesonary, Cement Concrete, woodwork, steel work etc. as per tech. Specification Clause 202.1

Reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.

Reinforced cement concrete (RCC Grade M-25) in super structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204.

Providing and fixing in positin 20 mm thick premoulded Bitumenious joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant compleate as per drawing and technical specifications as per clause 1200

300 mm wide

450 mm wide

Supplying And Fixing Of 4" Dia Pvc Pipe For Weep Holes

Providing and Laying RCC pipes 1000 mm dia double row in Diversion

Removing of RCC pipe 1000 mm dia

Credit of RCC pipes 1000 mm dia

Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond along with preparation of sub grade with rough dressing of soil, final dressing of earth to give level surface and comber including watering, rolling with road roller. All joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, complete in all respects. as per CSR 14.19

ROAD FURNITURE & ROAD SAFETY MEASURE

Reinforced cement concrete M 15 grade 5th. kilometre stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703

Reinforced cement concrete M 15 grade ordinary kilometre stone(precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703

Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703

Boundary Piller of 250mm dia RCC NP Type II pipe including Painting and lettering etc.

Supplying and fixing of Logo Board with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects.

Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.

Providing and fixing of PMGSY Citizen Informatory board as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.

Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801

900mm equilateral triangle

900 mm side octegon

600mm equilateral triangle

600 mm side Circular/octegon

600x450 mm rectangular

800x600mm rectangular direction & identification sign board

1200x900 mm rectangular direction & identification sign board

Supplying and fixing of Aluminium Road Stud 100x100mm

Providing and making rumble strips 20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close Oprn graded premix Carpet to Control speed and marked with 100 mm wide white strips of thermoplastic road marking paint complete as per specifications (For Main Road) 1x5.50x15=82.50

Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57

Credit of Material

Old RCC Pipe (450mmx600mm)

Bricks (3rd Class) received after dismentling of culverts parapets

Brick Bats

Steel

Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

M/s MP ENTERPRISES