PWD/BWN/Rs.1392.31lacs/ ROB LC-52C Rewari Bhatinda Railway line(Re-Inviting)

Amount

FOUNDATION - PILES & PILE CAPS Bored cast-in-situ M35 grade with minimum cement content 350 kg per cum, RCC piles of 1200 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) 1200 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. 14) Initial vertical load testing, horizontal load testing, routine load testing required as per IS: 2911 part(iv) and as per MORTH Specifications. 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) Routine Load test shall be carried upto 1.5 times the pile capacity. B) Mode of Measurement : (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 (Abutment, Piers) 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).

Providing and laying plain cement concrete M-15 (aggregate 20 mm nominal size) in open foundation, etc with minimum cement content 240 kg per cum, 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 & 2100 of MoRT&H Specifications 5th revision 2013.

Providing and laying reinforced cement concrete in pile cap M-35 grade with minimum cement content 350 kg per cum,for construction Foundation, 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. 1000, 1500,1700 & 2100 of MoRT&H Specifications 5th revision 2013.)

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.

SUBSTRUCTURE- Piers, Abutments and Bearings Providing and laying reinforced cement concrete M-35 grade with minimum cement content 350 kg per cum in Sub structure. 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. 1000, 1500,1700 & 2200 of MoRT&H Specifications 5th revision 2013.) Height upto 5 met.

Providing and laying reinforced cement concrete M-35 grade with minimum cement content 350 kg per cum in Sub structure. 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. 1000, 1500,1700 & 2300 of MoRT&H Specifications 5th revision 2013.) Height 5 to 10 met.

Providing and laying reinforced cement concrete M-40 grade with minimum cement content 360 kg per cum in pedestals, seismic stoppers 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. 1000, 1500, 1700, 2200 of MoRT&H Specifications - 2013

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Metco, Sanfield,Mageba and M/s Steel auto industries make) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless stell mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 parts I&II respectively and other parts conforming to BS:5400, sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specification (MoRT&H no. 13.16) a) Metallic Guided bearing @ 246.30 MT

b) Pin bearing @ 246.30 MT

c) Free bearing @ 246.30 MT

SUPER STRUCTURE Providing and laying Precast RCC M-35 grade with minimum cement 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 40 m 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 reinforced cement concrete M-35 grade with minimum cement 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.

Provision of reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians, constructed with M-40 grade with minimum cement content 360 kg per cum with TMT Fe-500 reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified (MoRT&H no. 8.22). As per MORT&H Specification Clause 811.

Providing and installing single strip seal expansion joints of SANFIELD,METCO,MAGEBA and M/s Steel auto industries with a total allowable maximum movement 80mm 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 include 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 acceptance criteria of MORTH. B) Mode of Measurement :

Providing & Laying 30 mm /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.

Mastic Asphalt (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 100 0 C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H Specification (Vth revision) – 2013

Drainage System: Providing and laying drain spouts, G.I steel gratings over formed holes in deck slab, fixing 150 mm dia G.I. pipe and PVC runner pipes 150 mm dia PVC down take pipes of approved quality and ISI mark at every pier etc. as per approved drawings including bends, collars, clamps, fasteners, threading etc., complete as per clause No. 2705 of MoRT&H Specifications 5th revision 2013. A)The scope of work in the item includes 1)The providing, placing, joining and fixing the drainage pipes with all necessary fittings, 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 ofEngineer-in-charge. B) Mode of Measurement : 1) The measurement shall be made in numbers for the drainage port supplied and installed at site. The payment for the pipes will be made in Running meters. The quantity will be restricted to the length as shown in the approved drawings. a) 150 dia drainage spout with GI greeting.

b) 150 mm dia PVC runner and down take pipe

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 laying plain cement concrete M-15 (aggregate 20 mm nominal size) under approach slab, etc with minimum cement content 240 kg per cum, 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 & 2700 of MoRT&H Specifications 5th revision 2013

Providing and laying reinforced cement concrete M-30 grade concrete with minimum cement content 340 kg per cum 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 (including the cost of reinforcement steel) as per clause No. 1500,1600,1700 & 2704 of MoRT&H Specifications 5th revision 2013

Providing and laying reinforced cement concrete M-35 grade with minimum cement content 350 kg per cum for construction of Gap 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.

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) Painting on Crash Barrier.

REINFORCED EARTH WALL IN SOLID FILL PORTION Earth work in excavation for RE 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 in position M 35 grade with minimum cement content 350 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 concrete with minimum cement content 350 kg per cum 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

APPROACH ROAD Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means as per clause no. 305.4.3 of MoRT&H specification, (MoRT&H No. 3.15)

Construction of embankment, sub grade and shoulders of new road with soil of minimum CBR (4 days soaked) 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 employer with respect to GTS. At no place top of sub grade of road shall be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 4250.14 cum. Then actual quantity (less than 4250.14 cum) will be paid. In case quantity worked out is more than 4250.14cum, then only 4250.14 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 at section 9 of DNIT. 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

Providing and laying 100/200 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory 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. Material and operation manufacturing shall be approved by engineer.).

Providing & laying 150mm thick in two layer (75+75 mm) and compacting stone metal (G-I) 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: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

Providing & Laying 50/100 mm thick compacted Dense Graded Bituminous Macadam (DBM) in two layers with drum type hot mix plant/100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 505 MoRT&H specification for road and bridge works (5th edition) 2013 using minimum 4.50% to bitumen grade VG-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.

Providing and applying primer coat with bitumen emulsion (S.S grade - I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502. (N.S.)

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 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 (N.S.)

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)

SERVICE ROAD/SLIP ROAD Earthwork in excavation for Roadway as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material complete in all respect as per clause No. 301 of MORT&H specification for road and bridge works (5th revision) of 2013 / latest edition.

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (MoRT&H 8.1 B)

Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming in 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 all respect.(HSR 10.159)

Load bearing DRAIN ALONG SERVICE ROAD Providing and laying reinforced cement concrete for construction of Side Drain in M-25 grade concrete with minimum cement content 330 kg per cum 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

Diversion 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.)

Earth work on berms including excavation of earth in all kind of soils with all lead and lift. Including dressing the bank,sids slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardless compensation for earth taken from private land,fields etc. and to the entire satisfication of engineer of the work conforming to PWD specification no. 6.2 and 6.3 and 3.2 and the other specification 1990

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Technical Specifications clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel/GI Post sections firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per direction of Engineer. 90 cm equilateral triangle

60 cm circular

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) / (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge.

Providing and installing of shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S angle iron post 50x50x6 mm 3M long screwed with stainless steel nut boults of 8 mm dia,plate is coverd by high intensity grade retro-reflective sheeting and black reflective arrow,complete in all respect as per drawings Technical specification and as directed by Engineer-in-Charge.

Pdg and fixing 150 mm dia PVC rain water pipe 6 kg pressure ISI marked, Supreme premix (HSR 13.89 b)