Wdg. of TP 53 Subana Kosli Nahar Kanina Road including aluminium toll cabin at km 69 of vill. gujjarwas in rewari distt.

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth.(a) Kassi work undressed involving average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. (HSR 6.2(a)

E/Work on berms including excavation of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing and laying 200mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material and operation manufacturing shall be approved by engineer.(NS)

Providing & laying 100 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam in layer of 75mm each using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - No local earth / natural occurring sand shall be allowed to be used as binding / screening.

Providing & laying 150mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in 2 layers of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: No local earth /natural occurring sand shall be allowed to be used as binding/ screening.

Providing and applying primer coat with bitumen emulation (SS grade) on prepared surface of granular Base including clearing of road surfaced and spraying primer at the rate of 0.60 Kg. / Sqm using mechanical means as per MoRT&H specification for road for & bridge ( 5th revision) of 2013 as per drawing and design directed by the Engineer complete in all respect as per clause No. 502 (N.S.)

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)

Providing & Laying of 60mm thick Dense Graded Bituminous Macadam (DBM) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 505 MoRT&H specification for road and bridge works (5th edition) 2013 using minimum 4.50% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respect including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification (5th edition) 2013 in mandatory. If bitumen required more than 4.50% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.(NS) Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is DBM on existing black top , cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch/ drum type hot mix plant and 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 clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% (upto 40 mm thick) to bitumen grade VG- 30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.

Providing & Marking center line / Zebra Crossing with hot applied thermo-plastic road marking paint complete in all respects such as furnishing all labour, materials tools, equipments including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MoRT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer. Note: - I). Thermoplastic paint out of following brand will be allowed to be used: a) Asian paints-Apcomark b) Berger Paints-Sigmark c) Prismo d) Primer Roads – Prime Lines . e) Kataline Infraproduts Pvt. Ltd Nagpur f) Jyanti Construction Chemials- Glowmark Brands of Glass Beads : a) Potters b) Sovitec c) Flexolite

Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. (of reputed make such as Array Dennison/3M/etc.)

Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing internal reflection of the light entering the lens face and shall support a load of 16000 KG tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. 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 manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M/etc.)

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect.

Providing and errecting OVERHEAD SIGNS including gantry using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 Type XI specification fixed on 4 mm thick Aluminum Composite Panels as base board with pressure- sensitive adhesive having 0.5mm thick Aluminium onboth sides supported by M.S. Pipe Structure complete as per drawngs, Technical Specifications and as directed by Engineer- in- Charge. Overhead Sign Gantry (Single sided) Sizes ( 12000 X 5000)

Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.38)

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77)

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects.(For work upto 1.5 metres below ground level). (HSR 10.90+10.95(a)

Corrugated G.I. sheet roofing 0.80 mm thick fixed with galvanised iron ‘J’ or ‘L’ hooks, 10 mm dia G.I. limpet and bitumen washers complete, xcluding the cost of purlins, rafters and trusses (HSR 13.18)

25 mm thick conglomerate floor of cement concrete 1:2:4 over flat brick blocks dry with 25 mm wide open joints, alround filled with cement concrete 1:2:4 simultaneously with topping over 100 mm sand filling. (HSR 14.45+Note)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls & Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (HSR 16.25+16.26)

Providing and fixing 12 mm thick pre-laminated particle board flat pressed three layers or graded wood particle board conforming to IS; 12823 garage 1 type II in panelling fixed in aluminum doors. Windows shutters and partition frames with c.p. brass /stainless steel screws etc. complete. (a) (a) Pre-laminated particle board with decorative lamination on one side and balancing lamination on both ( HSR 17.97(a)

Providing and fixing glazing in aluminum door, windows, ventilator shutter and partitions etc. with pvc/neoprene gasket etc. complete (cost of aluminum snap beading shall be paid in basic items). (b) With float Glass panes of 5.00 mm thickness. (HSR 17.98(b)

Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (A&C Slip No. 29, Dated 25.10.2019) (HSR 18.22)

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/apppropriate Z sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with rawlplugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc.aluminum sections shall be smooth,rust free straight mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing/panelling C.P brass /stainless steel screws , all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately) Fixed portion (Anodised aluminum transparent or dyed to required shade according to IS;1868,minimum anodic coating of grade AC 15)

Precast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.75+10.95(a)