|
| 1 | Scarifying the existing bituminous surface to a depth of 50 mm bymechanical means using Hydraulic excavator and disposal of scarified material within all lifts and lead upto 1000 meters including cost of labour, tools, transportation, driver bata etc.,complete as per clause 305 of MORT&H Specification (FifthRevision) and as directed by Engineering in Charge. |
| 2 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg. per Sqm. on the prepared bituminous / granular surface cleaned with mechanical brooms including cost of bitumen emulsion ,labour, T&P etc., complete as per clause 502 of MORT & H Specification and as directed by the deparmental officers. |
| 3 | Providing and laying Bituminous Concrete (BC) to the requiredthickness with 100-120 TPH Hot Mix Plant producing an averageoutput of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 Percent of 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 MORT&H Specification (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as |
| 4 | 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 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint,brushes, equipments etc., complete as per MORTH Specification No.803 and as directed by the departmental officers. |
| 5 | Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORTH corcular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum refelctive area of 13 Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/-2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's rercommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH specification 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORTH Specification and as directed by departmental oficers. |
| 6 | Providing and Erecting of Retro - Reflectorised Hazard Marker traffic signs - 30 cm x 90 cm Rectangular made out of High Intensity Prismatic Grade Sheeting conforming to 'Type - IV' standards of IRC 67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67 : 2012. The Retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 : 2012 (As per MoRT&H specification (Fifth Revision) Clause No.801). |
| 7 | Painting the Floor surfaces with Two Coats of Synthetic Enamel Paint of approved quality (excluding priming coat) on previously painted concrete / masonry / plastered surfaces with ready mixed paint brushing for use on floors to give an even shade including cleaning the surface of dirt, dust and other foreign matter and sand papering as required including cost of Synthetic Enamel Paint and labour charges etc., complete complying with AISS and as directed by the departmental officers. |
| 8 | Dismantling Barbed wire or Flexible wire rope in fencing including making rolls and stacking them within a lead of 100m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 9 | Dismantling and removal of Stone Masonry (RR Masonry) work in Cement Mortar above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within a lead of 100 m including all labour, tools, equipments, transport, fuel, etc., complete complying with AISS and as directed by the departmental officers. |
| 10 | Random Rubble masonry with hard broken stones in foundation and plinth with Cement mortar 1:5 (M. Sand (Crushed Stone Sand)) (one cement, five M. Sand (Crushed Stone Sand)) including levelling at plinth level, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 11 | Flush pointing on Random Rubble Masonry with Cement Mortar 1:3 (Plastering Sand (PSand)) (One cement, three Plastering Sand (P-Sand)) including cost of all materials, labour, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 12 | Providing Form work for Sides of soffits, beams, landings, cantilever ridges and lintels not exceeding 1 m in depth in all floors upto full height of the building and removal of the same for in situ RCC work etc., complete complying with AISS and as directed by the departmental officers. |
| 13 | Providing and laying Plain Cement Concrete 1:2:4 (One part of cement, 2 parts of Coarse M. Sand (Crushed Stone Sand) & 4 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 14 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron U shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T reinforced barbed wire, stud tied with G.I. staples and G.I clibs to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T) / Spring core (2.5mm thick) wire of high tensile strength of 165 Kg / Sq.mm with tape (0.52 mm thick) and weight 43.478 gm / metre (cost of M.S angle, C.C blocks shall be paid separately etc.,) complete and as directed by the departmental officers. |
| 15 | Applying TWO coat of Exterior (APEX) of approved quality over the existing wall surface in all floors to give an even shade after thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales and also including preparing the surface even and sand paperes smooth including all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers. |
| 16 | Supplying the structural steel, MS Flats, Square Rods, Angles, Channels etc., for vertical members / bracing /stiffeners / Base plates or for any other usage as a structural member, fabricating, welding and erecting the frame work in position at the locations shown in the drawing including all labour, materials, conveyance, tools & plants, etc., complete and as directed by the departmental officers (Note : 1. While fabricating, necessary holes and bolt & nut shall be provided at no extra cost in the structural members. 2. In case, the specified MS section is not available in the market, the nearest alternative section may be used after approval of the Engineer). |
| 17 | Painting the steel surfaces with Two coats of Synthetic enamal paint of approved quality (excluding priming coat) on new steel and other metal surfaces with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter including all materials, labour, brushes, etc., complete complying with AISS and as directed by the departmental officers. Please Enable Macros to View BoQ information |
