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| 1 | BILL NO 1: Routine Maintenance for 60 monthsNH-373 4 Lane with Paved shoulders with divide carriage wayFrom Km 58.125 to Km 60.535 From Km 61.460 to Km 65.030 From Km 65.030 to Km 79.830From Km 80.620 to Km 91.260 From Km 92.900 to Km 93.680 Total Length=31.600 km |
| 2 | BILL NO 2: Initial Rectification Works (All items will be executed within 6 months from the notice to proceed)A. Road Assets Cleaning & MaintenanceRestoration of Rain Cuts: Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 3 | B. Flexible Pavement RepairFilling Pot-holes and Patch Repairs with Bituminous concrete, 40mm Grading-II. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking, transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 4 | D. Road Safety ItemsKSRB 15.38 Providing White washing with lime to give an even shade: New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specification and as directed by the Engineer incharge of work. |
| 5 | Direction and Place Identification Signs with size more than 0.9 sqm size Board- Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 6 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 7 | Retro-Reflectorised Traffic SignsA. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness. firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. 90 cm equilateral triangle |
| 8 | 90 cm Circular |
| 9 | 60 cm Circular |
| 10 | 80 cm x 60 cm rectangular |
| 11 | 60 cm x 50 cm rectangular |
| 12 | 90 cm High Octagon |
| 13 | 90 cm x 75cm rectangular |
| 14 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 15 | Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 16 | Road Traffic Signals electrically operated- (Providing and Fixing Solar Traffic Light Blinker 300mm dia, LED aspect made of FRP/Poly carbonate with battery backup fitted with 150mm dia MS pipe 3.0 Meter long from the ground level, firmly fixed to the ground by means of properly designed foundation with M-15 grade concrete 60x60x60 cm below the ground level).-Since it is a ready-made item commercially produced and erected by specialized firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialized in this field and ISI certified for the approved design and drawing, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 17 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 18 | Fiber Reinforced Cement Concrete New jersey crash barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road approches to bridge structure and medians, constructed with Reinforced Cement Concrete With fiber steel and as per details given IRC5 (Fig-5, b) including dowel bars 25 mm dis, 450 mm long at expansion joints filled with pre moulded asphalt filler board etc, as per approved drawing and at locations directed by the Engineer, all as specified as per specification and as directed by the Engineer incharge of work. |
| 19 | Underground Drain at edge of Pavement: Construction of an under ground drain 1mx1m (inside dimensions lined with RDD M-20 15cm thick and covered with RCC Slab 10 cm in thickness on urban roads, excavation, including cost of all labour, materials, lead, lift, load, unload usage charges of all machinery etc. complete as per specification and as directed by the Engineer incharge of work. |
| 20 | Laying Reinforced cement Concrete Pipe NP4/Prestressed Concrete Pipe on First Class Bedding in Double Row. Laying Reinforced cement Concrete Pipe NP4/Prestressed Concrete Pipe for culvertson first class bedding of granular material in double row, including fixing collar with cement mortar 1:2, but excluding excavation protection works, backfilling concrete and masonry works in headwall and parapets. including cost of all materials all labour, usage charges of machinery, lead lifts loading, unloading transporting etc complete as per specification and as directed by the Engineer incharge of work. |
| 21 | Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work, including cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete., including cost of all labour, material, usage charges of machinery, curing, lead, lifts, loading, unloading, transporting, etc., complete as per specification and as directed by the Engineer incharge of work. |
| 22 | Repair of RCC Railing: Repair of RCC Railing to bring it to the original shape cleaning and repainting as per drawings and technical specification and as directed by the Engineer incharge of work. |
| 23 | Repair of Steel Railing: Repair of Steel Railing to bring it to the original shape cleaning and repainting as per drawings and technical specification and as directed by the Engineer incharge of work. |
| 24 | Bill No: 3 : Periodical Maintenance Works.A. Flexible PavementTack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 25 | Bituminous Concrete-Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of aggregate, 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 and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 26 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete as per specification and as directed by the Engineer incharge of work. |
| 27 | Cement Concrete Pavement: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum, coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, to the required grade, level and alignment,textured with texturing machine, finishing and curing including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 28 | C. Road safety works10 MM thick -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 at 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 29 | 2.5MM thick-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 at 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work. |
| 30 | Solar Raised Pavement Markers Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer Solar Powered Road Markers are more effective which can immediately draw the attention of drivers and shall be provided at locations like approach to road crash prone |locations and highly hazardous locations like bridge, toll plaza, sharp curves, pedestrian crossing, lane transition, speed humps, junctions, channelizers, construction sites, rail road crossings, accident prone locations, median opening and lane changing where performance of normal road studs are not that effective due to street lightings and other roadside activities. etc., as per specification and as directed by the Engineer incharge of work. |
| 31 | Road Studs with Lense Reflector-Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total height of 20mm size of 130mm X 150mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface The RPM’s should be fixed by using two numbers of polymetric shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPMs should be got approved by the Engineer-in-charge of work before fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, as per specification and as directed by the Engineer incharge of work. |
| 32 | Bill No.4: Emergency Works4.A MachineryBackhoe-loader 1 Cum bucket capacity (Item No. PM5003, Page No. xxiii) |
| 33 | Dozer - 175 HP (Item No. PM1002, Page No. xxiv) |
| 34 | Front End loader 2.1 Cum bucket capacity (Item No. PM5002, Page No. xxv) |
| 35 | Hydraulic Excavator of 0.9 Cum bucket (Item No. PM3005, Page No. xxv) |
| 36 | Tipper 14 Cum (Item No. PM6002, Page No. xxx) |
| 37 | Water Tanker 12 Kl (Item No. PM1002, Page No. xxxi) |
| 38 | 4.B MaterialsGranular Sub-Base with Close /Coarse Graded Material - :Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete as per specification and as directed by the Engineer incharge of work. Grading-II Material. |
| 39 | Wet Mix Macadam (Plant Mix Method)- :Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 40 | Prime Coat over WMM/WBM-Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 41 | Tack Coat on Granular surfaces treated with primer -Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 42 | Dense Graded Bituminous Macadam-Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, 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 and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, as per specification and as directed by the Engineer incharge of work. NH-373 from Km. 58.125 to Km 93.68 |
| 43 | NH-373 from Km. 58.125 to Km 93.68 |
| 44 | Bituminous Concrete-Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of aggregate, 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 and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, as per specification and as directed by the Engineer incharge of work. |
| 45 | 4.C LabourSupervising Engineer (Manager) (Item No. IV.(1), Page No. A-52, PWD SOR VOL-1) |
| 46 | Mazdoor (Item No. LM13, Page No. xxxi) |
| 47 | Heavy Vehicle Drive (Item No. LM22, Page No. xxxi) Please Enable Macros to View BoQ information |
