Construction of approaches of ROB at Level Crossing No -98 B/2 KM 211/37-39 on old Radaur road, Near Sugar Mill in Yamuna Nagar District

Amount

Bored cast-in-situ M35 grade with minimum cememt content 350 kg per cum, RCC piles of 1000 mm diameter in all kinds of soil (including hard & boulders ) with Hydraulic Rig excluding cost of steel reinforcement but including the cost of Shoe and the length of pile to be embedded in the pile cap etc, (Length of pile for payment shall be measured from top of shoe to the bottom of the pile cap). All complete as per drawing and conforming to section 1100 and 1700 of MORTH specifications of latest edition and clause 709 of IRC: 78-2000/latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead etc. complete in all respect. (i) 1000 dia piles (A) The scope of work in the above items include: (1) The cost of all initial layout of piles and setting out, initial excavation, if any (2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments (2 b) The cost of filling up of the empty bore, if required (3) The cost of preparation, circulation and handling of bentonite slurry. (4) The cost of disposal of all spoil, bentonite waste to keep the work area neat. (5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles) (6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage. (7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings. (8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc. (9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms (10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable (11) The cost of barricading and all traffic safety requirements as specified in the tender document. (12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge (13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP. (B) Mode of measurement: (14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRT&H specification.Minimum 2 no. of tests shall be carried out for each of Initial- Vertical load test, Initial- Lateral Load test, Routine-Vertical and Routine lateral Load test Initial Pile load test shall be carried upto failure, as per requirements of deflection as per IRC 78:2014 (with latest amendments) (1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. The rock level shall be determined as per criteria mentioned elsewhere in the tender document for payment of boring through rock (2) Reinforcement steel shall be measured & paid separately

Earth work in excavation for Pile caps. etc. in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304 ) (MORT&H No.12.1 (B))

Providing and laying of PCC M-15 grade with minimum cememt content 240 kg per cum, for leveling course below the pile cap using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge.The rate shall include the cost of all labour, material etc complete job as per clause No. 1100,1500 and 1700 of MoRT&H Specifications 5th revision 2013.complete in all respect.(MoRT&H 12.39)

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum,for construction of Abutment pile caps, piers pile caps etc.concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 of MoRT&H Specifications 5th revision 2013.).complete in all respect.(MoRT&H 12.38) (D)

Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe- 500 EQR/Fe 500 D grade or more for RCC work as per relevant BIS specification and drawing in RCC works in Foundations,sub structure , super structure and any other work in the BOQ .The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 &2200 of MORT&H specification 2013 / Latest edition for road and bridges works (MORT&H 12.40)

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum,for construction in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700, & 2200 of MoRT&H Specifications - 2013. (MoRT&H 13.5 H) . (Height upto 5m)

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum, for construction in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700, & 2200 of MoRT&H Specifications -2013. (MoRT&H 13.5 H) . (Height upto 5m TO 10 Mtr.)

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum, for construction of deck slab etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1100, 1500, 1700, 2300 of MoRT&H Specifications - 2013.

Providing and laying Precast RCC M-35 grade with minimum cememt content 350 kg per cum,for construction of T-beams, Girders, Cross girders, diaphragms, intermediate girders etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering, scaffolding, necessary tools, plants, machinery, launching , tranporting & placing in position of precast RCC girders by launching truss/girder up to 40m span and all related operations as required to complete the work with all leads, lifts and depths true to line, level at site using appropriate method all complete (excluding the cost of reinforcement steel). As per MORT&H Specification for road and bridges works–2013 (Vth revision)/ latest edition) (MORT&H 1500,1700 & 2300)

Providing and laying of PCC M-15 grade with minimum cememt content 240 kg per cum, for leveling course below approach slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. as per clause No. 2700 of MoRT&H Specifications 5th revision 2013 complete in all respect .(MoRT&H 14.10).

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum, concrete in approach slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) as per clause No. 1500, 1700 and 2704 of MoRT&H Specifications 5th revision 2013.

Providing laying and fixing in position reinforced cement concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade with minimum cememt content 360 kg per cum, (including TMT reinforcement steel), including centering shuttering and form work etc. conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure on which it is built and installed as design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DO III dt. 24th June 1994 as dimensions in the approved drawing and at locations directed by the Engineer as per clause No. 811 of MORT&H specification-2013.

Providing and fixing hand rail 65 mm dia G.I Pipe over the crash barrier kerb consisting of MS base plate, ebmbedded fasterner and nuts, MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. all the railing components as mentioned above to be hot dip galvanised with a zinc coating of atleast 175 gm/sqm. item to include all incidental works required to complete the workswith 2 no. 65 mm dia each M.S conduits for cable in future & 40 mm dia GI pipe railing fixed at top as directed by the Engineer-in-charge. (N.S)

Providing and installing single strip seal expansion joints of SANFIELD, METCO, MAGEBA and M/s Steel Auto Industries with a total allowable maximum movement 70mm as per Clause 2606 of MORTH specifications for Road and Bridge Works (5th Revision) 2013 supplemented with manufacturer’s recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only, at all times. The seal of the expansion joint shall be such as not to permit any dust collection at all times. (A) The scope of work in the item includes: (1) Cost of all materials, labours, equipment and other incidental charges for execution of this item. Supervision during installation by the manufacturer is also included. (2) Installation & fixing of expansion joints as per manufacturers specifications and design / drawing approved by the engineer-in-charge including chipping of concrete, cleaning of concrete and reinforcement bars, leveling, necessary shuttering, pre-setting, welding etc. (3) Item to included necessary provision and filling of recess for the expansion joints at no extra cost. (4) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP and testing of completed and installed joints as per the acceptnce criteria of MoRT&H. (B) Mode of measurement: (1) The expansion joints shall be measured in running meters. The length payable is the actual length provided at site including vertical parts of kerbs / crash barriers, footpath etc.

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/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification.

Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 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 of surfaces not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 (5th revision 2013 including cost of bitumen) of MoRT&H specification (MoRT&H no. 5.14). (A) The scope of work in the item includes: (1) The cost of all the operations involved to complete the job as given under section 505 of MoRT&H specifications for road and bridge works (Fourth revision) 2001 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge. (2) The submission and approval of the Job Mix formula from the Engineer-in-charge. (3) The cost of testing of all the materials involved in the exection of the finished item of bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (fourth revision) 2001 and as per the specification. (4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge. (B) Mode of Measurement: (1) The item shall be measured and paid for by the area of the carriageway covered by the membrane.

Providing & Laying 40 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 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-40 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 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

Drainage Spouts complete as per drawing and Technical specification.2705 (MORT&H No.14.9) Iron grating with spouts for rain water pipe (A) The scope of work in the item includes: (1) The providing, placing, joining and fixing the drainage pipes with all necessary pittings, tools and tackles etc., complete as per the approved drawing. (2) The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge. (B) Mode of Measurement: (1) The measurement shall be made in number for the drainage port supplied and installed at site.

Providing & fixing 150 mm dia PVC Rain water pipe 6 kg. pressure of ISI mark , Supreme, phinolex, Prince (HSR 13.89 b)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8)

STAIRCASE Earth work in excavation for casting STAIR CASE in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts, and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included. As per MORT&H Specification 304 (MORT&H No.12.1 (B))

Providing and laying plain cement concrete M-15 grade with minimum cememt content 240 kg per cum,(aggregate 20mm nominal size) under stair case using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500,1700 and 2100 of MoRT&H Specifications 5th revision 2013 complete in all respect.

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum, for construction of stair case footing in concrete using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design (proposed by contractor), as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) as per clause No. 1100/1500/ 1700/ 2100 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum, for construction of stair case coloumns,landing,beams,waist slab,steps etc. inconcrete using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design (proposed by contractor), as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) as per clause No. 1100/1500/ 1700/ 2200 of MoRT&H Specifications 5th revision 2013.

Providing and fixing miild steel Stair case railing as per approved designs & drawings with MS strips / bars 25mm dia square and MS flats etc. complete fixed and painted in all respect. As per MORT&H Specification2703.2 & 1900 (MORT&H NO 14.8)

RE-WALL Earth work in excavation for RE wall/ toe wall in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts, and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included. As per MORT&H Specification 304 (MORT&H No.12.1 (B))

Providing and laying plain cement concrete M15 grade with minimum cememt content 240 kg per cum,(aggregate 20mm nominal size) under Re wall, toe wall using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500,1700 and 2100 of MoRT&H Specifications 5th revision 2013 complete in all respect.

Providing and laying reinforced cement concrete for construction foundation of RE Wall, toe wall etc. in M-35 grade with minimum cememt content 350 kg per cum,concrete using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, ).As per MORT&H Specification 1500,1700 & 2200 (MORT&H No.13.5H)

Providing and laying in position M40 grade with minimum cememt content 360 kg per cum, precast concrete facia wall using 43/53 grade OPC made with precast facia panels with form liner finish including TMT reinforcement bars, with reinforcing element of synthetic geogrid and bearing pad, joint fillers tie strips and fasteners and all accessories and consumables complete job as per drawing and as per clause no. 3100, 3102 and 3104 of MoRT&H specification for road and bridge works as per approved suppliers design and drawing which shall be approved by the Deptt. before execution of work. The scope shall include ground improvement if required. (Based on 7.5 (i) B and 7.5 (ii))

Providing and laying reinforced cement concrete for construction of friction slab etc. in M-35 grade with minimum cememt content 350 kg per cum, concrete using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H Specification clause 1100,1500,1700.of MORT&H specifications 5th Revision 2013

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 to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10)

Road Work (ROB FILLED PORTION) Earth Work in embankment with soil of minimum CBR of 8% obtained from borrow pit with all 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-in-Charge. NSL for a block of 100 mtr will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three locations each, one at centre and remaining two at both side edges. In case the quantity of earth work calculated with NSL and finished level is found to be less than 2995.21 cum, then actual quantity (less than 2995.21 cum) will be paid. In case quantity worked out is more than 2995.21 cum, then only 2995.21 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Note: 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.

Constructon of Embankment with fly ash obtained from thermal plant Deen Bandhu Chotu Ram (Yamuna Nagar) with all lead and lift transport to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of Morth specification clause no. 305 confirming to table and IRC SP 58 2001. The finished road surface will be per X-section approved by engineer in charge and nothing extra will be paid.

Providing and laying, 130 mm thick in one layers open graded granular Sub Base consisting filter / separation layer confirming to table 400.1 grading - III of MORT&H 5th revision mixing in a mechanical mix plant at OMC, carriage of mixed material to the site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve course desired density complete as per clause No. 401 of MORT&H specification. Note: - Only crushed stone material should be used on local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI) (MORT&H 404)

Providing and laying, 130 mm thick in one layers open graded granular Sub Base consisting filter / separation layer confirming to table 400.1 grading - VI of MORT&H 5th revision mixing in a mechanical mix plant at OMC, carriage of mixed material to the site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve course desired density complete as per clause No. 401 of MORT&H specification. Note: - Only crushed stone material should be used on local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI) (MORT&H 404)

Providing and laying spreading and compacting 250 mm thick Wet Mix Macadam (WMM) course in two layers (150+100mm) conforming to as per clause No. 406 of MoRT&H Specifications 5th revision 2013 including premixing with water to OMC in mechanical mix plant carriage to mixed material to site, laying in uniform layers with paver in sub base / base coarse on well prepared surface and compacting with power/vibratory roller to achieve the desired density for all leads and lifts complete in all respect as per MORT&H specification 2013. Note :- Only crushed stone material should be used on local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index(PI)(MORT&H 406)

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.

Providing & Laying 125 mm thick compacted Dense Graded Bituminous Macadam (DBM) in two layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 505 MoRT&H specification for road and bridge works (5th edition) 2013 using minimum 4.50% to bitumen grade VG-40 as binder content by weight of total mix, complete in all respect including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification (5th edition) 2013 in mandatory. If bitumen required more than 4.50% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.(NS) Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is DBM on existing black top , cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

ROAD MARKING, SIGN-BOARD 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 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 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.

Providing and fixing mounted sign Board using non mettalic micro prismatic retro reflective sheet confirming to IRC 67- 2012 type iv HIP specification fixed own 3mm th. Alluminium composite panels as based board with pressure-sensitive adhesive, having 0.5mm thick alluminium on both sides supported on mild steel pipe pst 80mm NBmedium class 4mm thick embedded M20 Grade concrete foundation of size 450mm x 450mm x600mm complete as per drawing and specification and as directed by engineer-in-charge 800mm x 600mm Rectangular

Pavement marker Cat eye molded shank raised pavement markers made of plycarbonate and ABS moulded 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 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 exceed 50mm, 100mm, and 100mm and with min reflective area of 13 Sqcm on each side and the slope of the base shall be 35 +/- 5 degree. the strength of detachment of integrated cylindrical shanks, (of dia not less than 19 +/- 2mm and heigth not less than 30 +/- 2mm) from the bosy is to minimum value of 500 kg. Fixing will be by drilling holes on the road for the shanks to gp inside, without nails and using epoxy resin based adhesive as per manufacture recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M/etc) 3m c/c on ROB carriage way

DRAIN Providing and laying plain cement concrete M15 grade with minimum cememt content 240 kg per cum (aggregate 20mm nominal size) under foundation of drain using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel) The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-ChargeThe rate shall include the cost of all labour, material etc complete jobs including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500,1700 and 2100 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete M-35 grade with minimum cememt content 350 kg per cum for construction of drain etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700, & 2200 of MoRT&H Specifications - 2013. (MoRT&H 13.5 H)

Service Road Excavation in Soil using Hydraulic Excavator CK-90 and tipper with Disposal aII lead and lifts. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead as per MORT&H specification (5th revision) / latest edition clause No 301 (MORT&H 3.6)

Providing and laying 130 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 200mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 360 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 fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement contents shall be 360 Kg. per cum of concrete. If job mix formula required more it shall be incidental to work and nothing shall be payable on this account.

Note:- In case cement content of the Design Mix is more than the specified in items ie. M-15, M-20, M-25, M-30, M-35 & M-40 nothing extra will be paid for extra cement to be consumed. In case cement content of the Design Mix is less than the specified items ie. M-15, M-20, M-25, M-30, M-35 & M-40 then less cement used as per Design Mix is recoverable separately as per base rates