Providing Electric Toll Collection System at Toll Plaza (TP-18) in Km. 4.36 on Nizampur Narnaul road (SH-17) (near Rajasthan Border) (Civil Work, Aluminium Cabin and Toll Board) in Mohindergarh District.

Amount

Earthwork excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving n average horizontal throw up to 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. Excavated earth may be reused on berms and deposed off surplus earth will all lead and lift including dressing complete in territorial as per direction of Engineer-in-charge will be incidental to work and nothing will be paid.

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing & laying 150 / 300 mm thick granular sub base consisting of filter layer confirming to table 400.1 Grading-III 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 powder 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.

Providing & laying 75 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: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer in writing.

Providing & laying 150 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm 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: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer in writing.

Providing, laying 100 mm thick spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 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 with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer in writing.

Providing and applying primer coat with bitumen emulsion (S.S grade-I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects 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 90 mm thick compacted Dense Graded Bituminous Macadam (DBM) in one layer with drum type hot mix plant/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: - 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 drum type hot mix plant/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. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% 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. Note: - Where there is only BC on existing black top (without doing DBM), 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.

New Jersey barrier (NJB Mono Block type) using cement concrete 1:1½:3 as per MORT&H specification including reinforcement as per drawing and painting two coats with ready mix paint cover cement primer on RCC surface.

Providing and fixing pavement marker (Cat Eyes) molded shank raised pavement markers made of polycarbonate and ABS molded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg teste in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORT&H Circular No.RW/NH/33023/10-97-O-III dated 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and with minimum refelective are of 13 Sqcm on each side and the slope to the base shall be 35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500 Kg. Fixing wil be by drilling holes on the road for the shanks to go inside without nails and using apoxy resin based adhesive as per manufacture's recommendation and complete in all respect as per drawing to the entire satisfaction of Engineer-in-charge (of reputed make such as 3 M etc.)

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013.

Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R. C. C. foundation for providing of M. S Tubular structure for Cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note: Foundation including reinforcement etc. as per Drawing. Cantilever Over head Sign gantry. (r-Type) frame/truss Size- 3.05 m x 1.525 m.

Construction of embankment (Earthwork on berms) with approved material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement with an average lead of 15 metres. (HSR 6.2) (b)

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 & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use.

Providing and fixing Solar Cat's Eye complete as per drawing and MORT&H Specifications Clause 805. (NS)

Providing and fixing Solar Blinker 300mm 7AH / 12V, 20W Panel complete in all respect (NS)

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

Cement concrete 1:2:4 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, excluding the cost of purlins, rafters and trusses (HSR 13.18)

Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (HSR 14.45 + Note)

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

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS; 12823 grage 1 type II in panelling fixed in aluminium doors. Windows shutters and partition frames with c.p. brass /stainless steel screws etc. complete (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 aluminium door, windows ,ventilator shutter and partitions etc. with pvc/neoprene gasket etc. complete (cost of aluminium 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. (HSR 18.22)

Providing and fixing aluminium 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.aluminium sections shall be smooth,rust free straight mitred and jointed mechanically wherever required including cleat angle, Aluminium 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 aluminium transparent or dyed to required shade according to IS;1868,minimum anodic coating of grade AC 15) (HSR 17.95)

Earth Filling with an. average lead of 5 Km. duly compacted complete in all respect. (NS)

Earth work in excavation in foundations, trenches etc. in all kinds of soils, not exceeding 2 Metres depth including dressing of bottom and sides of trenches, stacking the excavated soil etc. (HSR 6.6)

Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation & Plinth (HSR 10.40)

Cement concrete 1:1½:3 with stone agg. 20 mm nominal size for reinforcement concrete work but excluding steel reinforcement, centering and shuttering in foundation & Plinth (HSR 10.79 +10.95 (a))

Providing & fixing of P.P. G.I. sheet roofing 0.80 mm thick of Jindal Marka as per specification of (HSR 13.18)

Sandeep Yadav, Contractor