Road cuts on various roads under the control of Provincial Division No. 1, PWD BnR, Rohtak. 1. NH-10 to SH-16 2. Singhpura Flyover to Singhpura STP 3. Rohtak Bhiwani Road

Amount

Milling of distress bituminous layer upto 50/40mm depth in a single pass with a suitable milling machine (capable of milling @ 200-300 Sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the tucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-charge for safe disposal with all lead and lift complete in all respects. Note: - 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/BM as per clause No. 519 of MoRT&H specifications.

Earthwork 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 0.5 metre including breaking of clods.

Disposal of surplus earth with all lead and lift as per direction of Engineer-in-Charge. {HSR 5.2(a) + 4.1 (a)}

Construction of embankment, for replace of sub grade upto 500 mm in NH-10 to SH-16 RD 1010m to 1395m (385m), Singhpura flyover to Singhpura STP road from Km. 0.00 to 2.100 (2100M) & Rohtak Bhiwani road from km. 91.550 to 92.100 (550+40 = 590m) 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 the quantity of earth work calculated with NSL and finished level found to be less than the actual quantity (less than 1950.00 cum) will be paid. In case quantity worked out is more than 1950.00 cum, then only 1950.00 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 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. Note: 1.) If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC _ SP-89-2010 as approved by SE-in-charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.

Providing and laying 225/150 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: - 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 engineer.

Providing & laying 150 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 desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S.) 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 engineer

Providing & laying 150mm 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 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, 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 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 and applying primer coat with bitumen emulsion (S.S grade-1) 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 (NS)

Providing and Laying 50 mm BM using the reclaimed material to the extent of 30% of the required quantity, hauling and stockpiling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in 100-120 TPH batch type hot mix plant, with appropriate arrangement for use of R.A.P., transporting and laying at site with hydraulic paver finisher with sensor control to the required grade and compacting to the required grade level and thickness with appropriate rollers all as specified in clause 519 (5th revision) of 2013 using bitumen VG-30 (minimum bitumen's 3.40% i/c bitumen of retrieved material as per job mix formula). The milled material to be used in BM shall be minimum 80% of the theoretical quantity. Note: 1. If bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. 2. Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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: -Before laying BM 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 Fog seal/ or crack filling/or patch work but no payment on this account shall be made as Fog seal/ or crack filling/or patch work is/are incidental to work.

Providing and Laying 50 mm thick Compacted bituminous macadam in (BM) in one layer by 100-120 TPH batch type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c 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 is this account more than 3.4% 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 to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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: -Before laying BM 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 crack sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing & laying 50mm 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. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note: - 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 to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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 and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (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 to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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:- Before laying PC on existing black top, before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) 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 edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work.

Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS).

Providing & Laying 40mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant with bituminous binder [email protected]% (minimum) and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher having sufficient screed width so that the BC in full width of the carriage way is laid in single opration without any longititutinal joint with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (Vth Revision) 2013 clause No. 507 complete in all respect. If bitumen required more than 5.4% as per job mix formula including waste plastic material 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 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 only 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 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.

Supply collection and carriage if first class brick 22.86cm x 11.11cm x 6.86cm from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification1990 edition in stacks of 50 bricks length, 2 bricks width and 10 bricks height parallel to the center line of the road bricks shall be free from saline deposits and shall be sand molded. They shall be throughly brunt without virtified and shall have uniform deep red,cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares arises and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks, chops, stones, nodules or lime of kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First edition (NS)

Laying brick on end edging length wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling (HSR 24.6 b )

Providing and laying 80mm thick interlocking paver block ISI Marked (IS code: 15658:2006) of all shapes and colors 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)

Manufacturing, supplying & laying of precast cement concrete rectangular block (0.45m x 0.30 m x 0.15 m) M-30 grade using minimum cement concrete 340 kg./ cum with digital batching plant compacted with table vibration including setting in position on end edging of interlocking paver blocks on both sides.

Preparation of berms including filling of earth work, excavation and cutting 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 and 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. 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 marking centre line / side line 2.5 mm thick (minimum) with hot applied thermoplastic road marking paint 10cms wide / 15cm wide complete in all respects as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site conforming to the technical specification as clause No. 803 of MORT&H specification for road & 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 temperarture. 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 requirements 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 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. Note: - i) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and the nomenclature given in HSR shall be applicable. ii) In case of any difference in the unit of any Non-schedule items depicted in this DNIT and the conventional unit of that N.S. item as per practice in this department, the conventional unit as per practice shall be applicable.