Public Works Department Tender

Providing and fixing of direction & place identification boards of size 900x600mm ( Nine hundred x six hundred )millimeters made of 2mm (Two millimeters ) thick aluminum sheet with back support of M.S. angle 25x25x3mm( Twenty five x twenty five x three) millimeters definition plate of size 600x175mm( Six hundred x One hundred seventy five) millimeters made of 2mm thick aluminum sheet with back support of 25x25x3mm ( Twenty five x twenty five x three) millimeters M.S. angle front side to have retro reflective high intensity grade sheeting and back side paint with gray epoxy colour sign made as per IRC-67-2001 provided with 3.5 mtr.( three point five ) meters. Long 1 leg post made of M.S. angle 65x65 mm( sixty five x sixty five ) millimeters properly painted with high quality synthetic enamel paint in alternate colour black and white including excavation ion earth work and providing and laying cement concrete 1:2:4 (One cement : two sand four graded stone aggregate 20(Twenty) mm nominal size) for fixing of post complete in all respect including all leads ,lifts and carriage of materials and as per the direction of Engineer –in-Charge including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge Under NH Division Theog i.e. 10 Nos

Providing and fixing at site fully reflective Speed limit sign board specified size made of SWG CRCA sheet dully stove enameled IRC colour code / desired provided retro reflective message Engineering grade sheeting as per IRC or as per requirements provided with single support made of color code / desired provided with 47 mm dia square pipe 16 SWG 3.05 mtr. long duly painted with synthetic enameled including excavation in earth work and providing and laying C.C. 1:2:4 including all leads ,lifts and carriage of materials and as per the direction of Engineer –in-Charge including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge Under NH Division Theog i.e. 8 Nos

Providing and laying 40mm thick bituminous concrete with 60-90 (Sixty to Ninety) TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified Grading-II premixed with VG-30 bituminous binder with minimum binder content of 5.5 % of total weight of mix, 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 (5th Revision) complete in all respects including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge. Nothing extra will be paid for increase in binder content as per JMF (The contractor shall submit the JMF from NABL lab and employer shall x-check it in the NABL lab). The Contractor shall remove the dirt, loose earth, grass from existing shoulders up to drain on hill side and up to parapets/W guard rail/edge on valley side including any debris, and fill the shoulders up to drain on hill side and up to parapets/ W guard rail edge/road edge on valley side & compact it with good earth as per the MoRTH specification under OMC to achieve good line and level of shoulders with main carriageway/W Guard rail/parapets/ valley edge/drain edge, this being incidental work within this item and nothing extra shall be paid. Qty of BC under NH Division Solan i.e.8589.86 cubic meter and under NH Division Theog i.e. 1337.60 cubic meter. Total Qty= 9927.46 cubic meter.

Providing and applying Tack coat with RS-1 grade bitumen emulsion on prepared surface cleaned of dust and extraneous materials with mechanical brooms or any other approved equipments and spraying primer @ 0.25 kg per sqm (zero point twenty five kilograms per square-meter) with emulsion pressure distributor equipped for spraying uniformly , including carriage of materials and equipment including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge conforming to clause 503 of MORT&H specification (5th Revision). Qty of Tack Coat under NH Division Solan Division i.e. 429493.20 Sqm and under NH Division Theog is equal to 66880 Sqm. Total Qty= 496373.20 Sqm

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 including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge White Centre Line Under NH Division Solan i.e. 1192.40 and Under Theog NH Division i.e. 167.20 = Total Qty 1359.60 sqmt

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 including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge Edge line/ Yellow Line Under NH Division Solan i.e. 5962 and Under Theog NH Division i.e. 760 = Total Qty 6722 sqmt

Providing and laying of hot applied thermoplastic compound 2.5 mm thick Zebra crossing 0.50mtr wide 3.00 mtr long and Centre to Centre 1 mtr space 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 ad free from streaks and holes White Colour including all leads and lifts with all mode of transport and as per the direction of Engineer-in-charge under Theog Division = Total Qty 92.40 sqmt