Short term maintenance under Original Repair Contract Maintenance work within stretch from 25.50KM to 40.00 KM For Part A and 40.00 KM to 41.00 KM 64.700 KM to 82.320 KM and 88.80 KM to 89.32 KM For Part B of NH 116B under NH. Division No II in the d

BILL NO. 1 : ROAD MAINTENANCE

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Cutting of branches of trees shrubs and trimming of grass and weeds Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 for Rural Roads of MORD. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Cold Milling Cold Milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under lying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-Charge. For depth upto 100mm Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Tack Coat Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor on the prepared bituminous / granular / cement concrete pavement surface cleaned with mechanical broom and high pressure air jet( Reference to MORT&H's Specification clause 503) i) On Bituminous Surface @ 0.20 - 0.30 kg./Sqm. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime /Rock dust ) as per table 500-10 .......etc. For Grading II (26.5 mm nominal maximum aggregate size ) Layer Thickness 50 mm 75 mm Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor on the prepared bituminous / granular / cement concrete pavement surface cleaned with mechanical broom and high pressure air jet( Reference to MORT&H's Specification clause 503) i) On Bituminous Surface @ 0.20 - 0.30 kg./Sqm. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507. for Grading-2 (13.2 mm nominal maximum aggregate size), Layer thickness:30mm. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Water Bound Macadam Sub Base by consolidating Jhama metal of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i)For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening: Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

BILL NO. 2 : ROAD PROPERTY MAINTENANCE

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 .........etc. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTMD4280 Type Hand compling to Specifications of Category A of MoR&TH Circular No.RW/NH/33023/10-97-DOIII Dt.11.06.1997 & MoRT&H's specification for Road & Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130 mm and with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35±5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearence etc and complete as directed by the Engineer in Charge.The contractor will have to provide a test certificate from a reputable national / international laboratory comforming the above specifications. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Supplying & fixing of Hazard Markers of size 30cm X 90 Cm as per IRC: 79-1981 (The above is inclusive of vertical post) Part-B : Length 19140.00 M

BILL NO. 3 : PAVEMENT REPAIR

Tack Coat Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor on the prepared bituminous / granular / cement concrete pavement surface cleaned with mechanical broom and high pressure air jet( Reference to MORT&H's Specification clause 503) i) On Bituminous Surface @ 0.20 - 0.30 kg./Sqm. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Repairing Pot-holes with Bituminous Macadam (Grading-II,for compacted thickness of upto 75mm):-Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.4% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by cutting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational staff, quality control except the cost of tack coat complete as per direction of Engineer-in-charge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Tack Coat Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor on the prepared bituminous / granular / cement concrete pavement surface cleaned with mechanical broom and high pressure air jet( Reference to MORT&H's Specification clause 503) i) On Bituminous Surface @ 0.20 - 0.30 kg./Sqm. Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507. for Grading-2 Part-A : Length 14500.00 M

Part-B : Length 19140.00 M

GST @ 18% of Total Amount Arom Item No. 1 to 15.01

Please Enable Macros to View BoQ information