Widening, Strengthening and Four Lanning of Jagadhri- Bilaspur- Sadhoura- Raipur Rani road upto Mouli (S.H. NO.1) from Km. 54.00 to 67.40 in Panchkula Distt. (Road Portion)

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 mtr.. outside the periphery of the area cleared.(HSR.6.26)

Milling of distress bituminous layer upto 145 mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per hour) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock pilling the reclaimed material near the central recycling plant of reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lift complete in all respects. Note;- 1. The unutilized quantity of reclaimed bituminous mix material shall be a recovery item as mention in BOQ item no. 54. 2.The quantity of reclaimed material shall be considered minimum 80% of theoretical volume. The reclaimed material shall be used 30% of total quantity of DBM item no.15 as per clause No.519 of MoRT&H specifications

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing dry brick work. HSR.8.5 i)

Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material, complete in all respect. (HSR.24.37) Note:-Dismantling upto 225 mm depth.

Earth work excavation in ordinary soil exclusive of compensation of earth Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. Excavated earth may be reused on berms and disposed off surplus earth with all lead and lift and re-compact the same including laying, dressing, watering & rolling complete in all respect as per direction of Engineer-in-Charge (HSR.6.2 (a), g-I, g-iii & g-v). Note: Excavated earth shall be used in construction of embankment i.e. item no.6

Construction of embankment, sub grade and shoulders and sub grade in widening of formation width 9.75 mtr. to 12.75 mtr. in Rd 54.00 to 59.780, Rd 63.290 to 67.400 & wdg. Of formation from 9.75 to 25.0 mtr. in RD 59.780 to 63.290 with soil of minimum CBR 8% (4 days soaked) of obtained from borrow area with any lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by engineer with respect to GTS. In case the quantity of earth work calculated with NSL and finished level found to be less than 39490.91 cum. Then actual quantity (less than 39490.91 cum) will be paid. In case quantity worked out is more than 39490.91 cum, then only 39490.91 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing sub grade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick sub grade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS. However, typical X-section attached at section 9 of DNIT. Note:- if soil of CBR 8% is not available the agency will de appropriate stabilization as per IRC-SP-89-2010 as approved by SE-in-Charge and nothing extra will be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.

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 and laying 150/200 mm thick granular sub base consisting of drainage-cum-filter layer confirming to table 400.1 Grading - IV 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: - l. 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. Materials to be used and operations of manufacturing shall be approved by engineer.

Providing & laying 75 mm thick (Compacted) stone metal (G-II) 63 to 45mm gauge wearing coat to Water Bound Macadam 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: - l. 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. Materials to be used and operations of manufacturing shall be approved by engineer.

Providing & laying 150 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to Water Bound Macadam in layer of 75 mm 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 of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - l. Only crushed 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.

Providing & laying 75 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 and 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. Material to be used and operation manufacturing shall be approved by engineer.

Providing & 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 0.70 Kg/ Sqm using mechanical means as per MoRT&H specification for road and 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 0.20 kg per Sqm on the prepared bitumen surface cleared with mechanical broom including cost of bitumen as per clause No.503 (fifth edition 2013 as per MORT&H specification. (N.S.)

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 kg per Sqm on the prepared bitumen surface cleared with mechanical broom including cost of bitumen as per clause No.503 (fifth edition 2013 as per MORT&H specification. (N.S.)

Providing & laying 60 mm DBM using the reclaimed material to the extent of 30% of the required quantity after carrying out necessary checks and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause 519. ( 5th revision) 2013 using bitumen VG-30 (minimum Bitumen’s 4.50% i/c bitumen of retrieved material as per job mix formula) 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, with pneumatic tyred roller (PTR) of 12 to 15 tonne weight with a tyre pressure of atleast 0.56 MPa and tandem rollers to achieve the desired compaction as specified in clause 519 of MORT&H specification 5th revision -2013. Note:-1) The milled material to be used in DBM shall be minimum 80% of the theoretical quantity that will be received from item no.2. 2). If bitumen required more than 4.50% as per job mix formula no extra payment will be paid extra bitumen required will be considered as incidental to work. 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 the S.E-incharge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. 3. 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 of (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 compacted thickness of Bituminous Concrete (BC) in one layer with 100-120 THP batch type hot mix plant with Bituminous binder CRMB-55 @ 5.4% (minimum ) and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher having sufficient screed width so that the BC joint with sensor control to the required grade, level and alignment, rolling with smooth wheeled. vibratory and with pneumatic tyred roller (PTR) of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa and tandem rollers to achieve the desired compaction as per MoRT&H specification (vth revision )-2013 Clause no. 507 complete in all respect. If bitumen required is more than 5.4% as per job mix including waste plastic material no extra payment will be made. Extra bitumen including will be considered as incidental to work. Note:- job mix formula shall be approved by Employer in writing before start of work. 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 the S.E-incharge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. 3. Where there is BC 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 of (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 and laying 80mm thick interlocking paver blocks ISI marked (IS Code: 15658:2006_ of all shapes and colours in design mix cement M-40 as per IRC:SP:63-2004, over a bed of 30mm thick fine sand complete in all respect.( HSR.10.159)

Providing and marking centerline /side line 2.5 mm thick minimum) with hot applied thermo-plastic road marking paint 10 Cms wide / 15 cm 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 work (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 report from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflector zing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the methods 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 number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use.

Reinforced cement concrete 1:2:4 Kilometre stone of standard design, fixed in position, including finishing but excluding painting. (HSR.10.129 (i) 5th kilometer stone

Reinforcement cement concrete 1:2:4 Kilometer Stone of slandered design fixed in position including finishing but excluding painting as per HSR 10.129 (iii) + Painting kilometre stones with synthetic enamel paint. (HSR. 16.75 (b) ( c) Ordinary kilometre stone.

Providing & Fixing Reinforcement Cement concrete 1:2:4, 200 mtrs stone standard design fixed in position including painting and lettering.

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.(HSR 6.6)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement complete (HSR.8.5 b)

Dismantling concrete reinforced cement concrete with cleaning and straightening and cutting of bars if required (HSR.8.6 e)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.(HSR 10.39)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.(HSR 10.41)

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 ½:3 with stone aggregate 20mm nominal size for reinforced concrete work for slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects extra over item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used. Instead of 1:2:4 (HSR 10.82 + 10.95a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects extra over item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used. Instead of 1:2:4 [HSR. 10.86 + 10.95 (a)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10cm to 20cm thickness) straight and curved excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects extra over item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used. Instead of 1:2:4 (HSR.10.87+10.95 a)

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). (HSR. 10.90 + 10.95 (a).

Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9).

Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.17).

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25).

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls(Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26).

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable 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 D grade or more for RCC work, where not 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 the position complete in all respect for heights / depths/ storey’s / 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 laying 25mm thick mastic asphalt wearing course with paving grade meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature if surfaces not less than 100 C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 (MoRT&H No.5.14)

Collection of stone boulder weighing not less than 18 kg from an approved quarry duly stacked along road side berms but clear of formation width pitching on side slops in high embankment in approaches of Bridge portion. (NS)

Filling stone or spalls on level (HSR.23.44 (b)

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications-2013 and clause NO.710.1.4 of IRC-78-2014 to thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment, to the full height compacted to a firm condition complete in all respect as per drawing and Technical Specification.

Earth work in embankment in central verge and including excavation of earth, in all kind of soil including dressing, 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 to the entire satisfaction of the Engineer. Note:- No earth work will allowed to be taken from PWD B&R/ROW except for surplus earth after approval from Engineer.

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. Size 1200mm x 900mm.

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. (Size 600 x 450 rectangular)

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 fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminum on both sides supported on Mild steel pipe post 80mm NB medium class 4mm thick embedded M-20 grade concrete foundation of size 450mmx450mmx600mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge. (i) 900mm Equilateral Triangle.

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 XI 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 Dennisson/3M)

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.

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.)

Reinforced Cement Concrete 1:1½:3 studs of standard design, fixed in position, i/c finishing with exterior paint & primer coat & one 100mm wide retro reflective prismatic band consisting of 3mm ACP having high intensity micro prismatic sheeting confirming to IRC: 67:2012 on it duly fixed with 5 numbers 2” long screws with roller plug complete in all respect as per drawing in Section-9.

Providing & erecting OVERHEAD SIGNS including gantry using non-metallic micro prismatic retro reflective sheet confirming to IRC:67-2012 Type-IV specification fixed on 4 mm thick aluminum composite panels as per base board with pressure-sensitive adhesive having 0.5 mm thick aluminum both sides supported M.S pipe structure complete as per drawings, technical specification and as directed by Engineer-in-Chief including construction of R.C.C foundation for providing of M S Tubular structure cantilever signage at given site as per Drawing enclosed. The CC Mix to be in ratio of 1:1 ½ :3 (RCC 1:1 ½ :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. Cantilever over head sign gantry size 5000 mm x 1500 mm retro reflective R-type single side.

Providing & erecting OVERHEAD SIGNS including gantry using non-metallic micro prismatic retro reflective sheet confirming to IRC:67-2012 Type-IV specification fixed on 4 mm thick aluminum composite panels as per base board with pressure-sensitive adhesive having 0.5 mm thick aluminum both sides supported M.S pipe structure complete as per drawings, technical specification and as directed by Engineer-in-Charge including construction of R.C.C foundation for providing of M S Tubular structure cantilever signage at given site as per Drawing enclosed. The C.C. Mix to be in ratio of 1:1 ½ :3 (RCC 1:1 ½ :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. Overhead sign gantry (Two lane) Size 12000 mm x 1500 mm retro reflective both side

Providing and erecting a “W” metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized 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 150x 75x 5mm, 330 mm long complete as per clause 810 of MoRT&H specification.

Recovery items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Bituminous mix material @ Rs.-1169/- P.Cum

Good bricks@ Rs.4.50/- each

Brick Bats @ Rs.400/- per cum

Stone metal WBM @ Rs.550/- per cum

Public Health Work EXCAVATION FOR PIPELINES RUNNING UNDER PRESSURE IN TRENCHES AND PITS, IN STREETS & LANES including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers AND RESTORATION OF UNMETALLED OR UNPAVED SURFACE TO ITS ORIGINAL OR UNPAVED the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc., AND DISPOSAL OF SURPLUS SOIL OUTSIDE AND INSIDE THE TOWN, INVOLVING LEAD UPTO ONE KM IN ORDINARY SOIL- (HSR.6.9) (a)without timbering and shoring upto 1.5 metress depth

Dismantling Concrete (HSR.8.6) (b) cement concrete plain 1:4:8 or 1:5:10

(d) cement concrete plain 1:2: 4 mi

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. (HSR.10.39)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR.10.41)

Providing & Fixing cast iron double flanged sluice valves PN-1.6 Marked with IS:14846 including nuts & bolts marked with IS:1363, rubber sheet marked with IS:638 etc carriage loading, unliading, stacking handling, rehandling etc complete in all respects to the satisfaction of Engineer-in-Charge. AARKO, VENUS, LEADER, SI, PANJA, UPADHAY. (HSR.28.10) (a)100 mm i/d

(b)150 mm i/d

BAILING OUT WATER FROM THE TRENCHES FOR MAKING NEW CONNECTIONS IN FULLY CHARGED PIPE-LINES including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR.28.47) SIZE OF THE MAIN WITH WHICH CONNECTION IS TO BE MADE. (a) Upto 200 mm internal diameter

Stringing out DI pipes and specials casting along trenches and laying the same in trenches to correct alignment and gradients including cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipe to stores (Labour Rate) (HSR.28.61 (a) 100 mm dia internal diameter pipeline laid complete (DI K-7)

150 mm dia internal diameter pipeline laid complete (DI K-9)

Cutting DI pipes and specials chipping or filling the surface to a uniform finish (Labour Rate) (HSR.28.63) 100 mm dia internal diameter pipeline laid complete (DI K-7)

150 mm dia internal diameter pipeline laid complete (DI K-9)

Jointing DI Socketted pipes, valves and specials with rubber tyton joints fitted complete including cost of labour and tools and tested fitted complete (Labour Rate) (HSR.28.64) 100 mm dia internal diameter pipeline laid complete (DI K-7)

150 mm dia internal diameter pipeline laid complete (DI K-9)

Provision of reconnection of consumer water connection due to shifting of pipeline. (NS)

INDER PAL AND COMPANY

S.S Associates