Improvement of Barwala Daulatpur Uklana road by pdg. wdg. and stg. in km 1.60 to 15.60 and 4-Lanned in city portion of Barwala in km 0.00 to 1.60 and km 15.60 to 17.60 in Uklana Town in Hisar Distt. (Road ID 5130) (Barwala and Uklana Constituen

Amount

Dismantling of road including, soiling and wearing coat, screening, GSB, brick soiling etc. complete upto top of existing sub grade level and stacking of old serviceable material, complete in all respect. (NS) Note: Dismantling upto top of sub grade (av depth 300 mm) .

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

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

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

Making 50 mm x 50 mm furrows, upto 170 mm depth ,45 degree to the center line of the road after milling of existing bituminous material.

Earth work in excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 meters, and an average vertical lift upto 0.5 meter including breaking of clods. (HSR 6.2 a) Note:)- Excavated earth may be reused on berms only after the approval of Engineer-in-Charge.

Preparation of sub grade including trenching, rough dressing of soil, 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.

Construction of embankment, shoulders and sub grade in widening of formation width 7.32 mtr to 9.75 mtr 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 24624.50 cum. Then actual quantity (less than 24624.50 cum) will be paid. In case quantity worked out is more than 24624.50 cum, then only 24624.50 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 subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade 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 section-5 of DNIT.

Earth work in embankment in central verge /footpath and including excavation of eath, 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 satisfication of the Engineer. 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 100 mm thick granular sub base consisting of filter 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. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing and laying 100/150 mm thick granular sub base consisting of drainage 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 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. Materials to be used and operations of manufacturing shall be approved by the 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 the engineer.

Providing & laying 75/150 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm 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 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 the engineer.

Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre. Clause 509 of MoRT&H specification.(5th edition ) 2013 (NS).

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 50 mm DBM using the reclaimed material to the extent of 30% per cent 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 ) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate rollers and with hydraulic paver finisher with sensor control to the required grade. 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 noting 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 30 mm thick compacted Bituminous Concrete (BC) 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 smooth wheeled, vibratory and with pneumatic tyred roller 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 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:- 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 noting 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 only bituminous layer 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, 3004.3.3and 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.

Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS).

Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 340 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS)

Providing and laying 80mm thick ISI marked interlocking paver blocks confirming to IS: 15658:2006/IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]

Providing and laying 150 mm thick Dry Lean Cement Concrete Sub –Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition ) 2013. Note: - If cement contents are required more than 150 Kg. per cum to achieve strengthening it will be incidental to work and nothing shall be payable on this account.

Providing and laying 300mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 400 Kg. per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a slip form paver/fixed form paver, spread, compacted and finished in a continuous operation including provision and cost of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, panel size 2.75 mtr. x 3.5 mtr., Dowel bars 400mm long 30mm dia MS bar. @300mm C/C, tie bars - 640mm deformed bars long, 12mm dia @720mm C/C, provide 125 micron PVC sheet between DLC & PQC and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement content for this item will be 400 kg. per cum of concrete as per approved job mix formula. If the cement content is more than 400 kg /cum, then the extra cement will be incidental to work and nothing shall be payable on this account.

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, 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 metres. (HSR 6.6).

Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.26)

Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28)

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

Cement concrete 1 : 3 : 6 with stone aggregate 20 mm Nominal size in a foundation and plinth. (HSR 10.40)

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

Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.42 + 10.62)

Providing & laying in position machine batached and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retared setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement Concrete considered in this item is @ 240 Kg/cum). (HSR 10.64)

Providing & laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement Concrete considered in this item is @ 300 kg/Cum.) (HSR 10.65)

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centering and shuttering, laid in position, complete in all respect (HSR 10.82 + 10.95 a)

Cement concrete 1:1.5:3 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. (HSR 10.86+10.95)

Cement concrete 1:1. ½ :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 centering and shuttering, laid in position, complete in all respects.(for work upto 1.5 meteres below ground level) (HSR 10.90+ Note10.95a )

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for bed plates in square, rectangular,polygonal, circular and elliptical wells, excluding steel reinforcement but including centring and shuttering, laid in position (HSR 10.94+10.95 a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded.(HSR 10.114-Note)

Ist Class Brick work laid in cement sand Mortar 1:4 in foundation and plinth (HSR 11.4)

First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (HSR 11.10)

Brick on endge flooring laid in cement sand mortar 1:4 on 1.075 mm thick cement Concrete 1:8:16 and 100mm sand filling (HSR 14.23)

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) (Coloured tiles)

12 mm thick cement plaster 1:3 (HSR 15.4)

12 mm thick cement plaster 1:4 (HSR 15.5)

Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade 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 heoks, if any separately for different in diameters as actually used in work, excluding overlaps, wastage, overlaps, Couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemade to be included in the rates for reinforcement. (HSR 18.22)

Providing and fixing premoulded bituminous joint filler, for expansion joints, including the cost of sealing compound and primer coat- 25 mm wide. (HSR 24.35 b)

Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , antitermite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No 29.38,29.44,29.45 & 29.46) including cartage , loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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 meticulously 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 & 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 & fixing PVC Rain water pipe 6 Kg Pressure of ISI Mark in cement mortor during masonery work. (b)150MM dia PVC pipe 6Kg. Pressure (HSR 13.89 b) for disposal of water

Reinforced cement concrete 1:2:4 Kilometre stone of standard design, fixed in position, including finishing but including painting.(10.129 (ii) +16.75( b (ii))Ordinary KM stone

Providing & laying Reinforced Cement concrete 1:2:4 5th kilometer stone of standard design as per fixed in position including finishing and painting and writing etc (HSR 10.129(i))+16.75 b (i))

Reinforced cement concrete 1:2:4 200 mtr. stone of standard design, fixed in position, including finishing and painting. (NS)

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 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 :- (i) Stone Metal @ Rs. 757.80 /- Per Cum

(ii) Milling Material @ Rs. 1411.75/- Per Cum

MAHENDER SINGH CONTRACTOR