Rehabilitation and upgradation to 2 lane road connecting to Faridabad Jassana Chirsi Manjhawali Sheikhpur in Haryana and Atta Gujran to Greater Noida Expressway in Uttar Pradesh including design of 4 lane bridge over River Yamuna

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. (In area of light jungle (By Mechanical Means)) (HSR 17.2.3)

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant site [HJSR 17.43.2]

Dismantling of flexible pavements and disposal of dismantled materials up to a lead any stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications [HSR 17.3]

Removal of existing CC Block pavement including transporting and stacking in PWD store as desired by Engineer [HSR 17.67]

Earth work in excavation for road work in soil by manual/mechanical means including cutting, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections, incl. breaking of clods and disposal within RON as per technical clause 301 of MORT&H specifications.(HSR 17.74)

Construction of Embankment (for berms) with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (Based on HSR 17.6) Note: In case the quantity of earth work calculated with NSL and finished level found to be less than 666133 cum Jhen actual quantity (less than 666133 cum) will be paid. In case quantity worked out is more than 666133 cum, then only 666133 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 6. 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 Cum work, L-section shall be got approved from the employer with respect to GTS. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer

Construction of embankment (on berms) with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications. (HSR 17.7) (Use Excavated earth)

Construction of 200 mm thick granular sub base by providing material as per Grading I (Table 400-1) of MORT&H 5th revision mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in Uniform layers with motor grader on prepared and compacting with vibratory power roller to achieve the desired density. Complete as per technical clause 401 of MORT&H specification (Based on HSR 17.15.1) Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing laying spreading and compacting graded stone aggregate to 250mm thick (75+75+100) wet mix macadam 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 technical clause 406 of MORTSH specifications Note: - 1.Only crushed metal material should be used No local earth sand shall be used The material finer than 425 micron shall have zero Plasticity Index (PI) 2 Materials to be used and operations of manufacturing shall be approved by the engineer (HSR 17.24)

Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 06 kg/sqm using mechanical means as per technical clause 502 of MORTSH specifications (HSR 17.25)

Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom as per technical clause 503 of MORTSH specifications (HSR 17.26 2)

Providing & laying 60 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carying out necessary check and evaluation, adding fresh matenal including rejuvenation as required, grade, level and thickness, all as specified in dause No 519 (Sth revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% Ve 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.AP. appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled maternal to be used in DBM shall be minimum 80% of the theoretical quantity (Based on HSR 17.43.1) Note If bitumen required is 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. II- 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

Providing and laying 40 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous birder VG 4G and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications. (HSR 17.31.2) (Grading II) Note: I 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 II- 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 1f bitumen required more than 5 4% as per Cum 13 along with bills by the contractor. I - 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 (ii) 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.

Construction of 150 mm dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant. transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications. (HSR 17.44) Note - Minimum cement content for this item will be 150 kg. per cum of concrete as per approved job mix formula. If the cement content is more than 150 kg /cum, then the extra cement will be incidental to work and nothing shall be payable on this account

Construction of 300 mm un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer 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, complete as per clause 602 of MORT&H specifications. (minimum content of cement 440 Kg/Cum) (Based on HSR 17.45) Note: - Minimum cement content for this item will be 440 kg. per cum of concrete as per approved job mix formula. If the cement content is more than 440 kg /cum, then the extra cement will be incidental to work and nothing shall be payable on this account.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with 15 approved material as per clause 304 of MORT&H specifications Ordinary soil, Depth up to 3.0 m Mechanical Means (HSR 15.1.2.1)

Back Tilling behind abutment, wing wall and return wall complete as per drawing and MORT&H Specification Granular materials (HSR 27.16.1)

Providing and laying PCC M-15 in foundation & floor using well graded stone aggregates complete as per drawing and technical 1500,1700 and 2000 of MORT&H specifications (HSR 15.8.1)

Providing and laying in position cement concrete of grade 1:2:4 (1 cement: 2 coarse sand (zone-III) 4 graded stone aggregate 20 mm nominal size excluding the cost of centering and shuttering (HSR-6.1.2)

Providing and laying Reinforced cement concrete (M20) in sub-structure complete as per drawing and MORT&H Specifications 1500.1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump. Height up to 5m (HSR 27.9. 1.2)

Providing and laying Reinforced cement concrete (M30) in sub-structure complete as per drawing and MORT&H Specifications 1500.1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump. Height up to 5m (HSR 27.11. 1.2)

Providing and laying Reinforced cement concrete (M25) in sub-structure complete as per drawing and MORT&H Specifications 1500.1700 and 2200 With Batching Plant, Transit Mixer and Concrete Pump. Height up to 5m (HSR 27.27. 1.1)

Providing and layıng in position ready mixed M-25 grade concrete for reinforced cement concrete work using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads. having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable However no extra payment shall be made if excess cement is used as per design mix). All works above plinth level up to floor IV level (HSR 6.24.2)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending. placing in position, binding, wastage, overlaps, welded joints. spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement (Thermo-Mechanically Treated bars of grade Fe-500D kg or more) (HSR 6.33.6)

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates. course aggregates, lime filler @ 17 92% of total, 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 at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1DDc, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) (HSR 17.37)

Drainage Spouts complete as per drawing no. SD/205 and MORT&H MORT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) For fabrication (HSR 27. 44.1)

Providing and fixing 20 mm thick 100 mm depth tor felt expansion joint filler boards for cement concrete lining of canal including cast of al materials, labour etc complete with all leads and lifts (HSR 14.46)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm 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 - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. [HSR 34.31]

PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700 [HSR 27.45]

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704 [HSR 27.46]

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications [HSR 27.15]

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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 MoRT&H Specification. [HSR 27.17]

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. [HSR 35.6]

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.[HSR 11.78]

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC 1700 post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion including reinforcement complete as per approved standard of MORT&H vide drawing no. SD/202 and MoRT&H specifications [HSR 27.42.1]

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns [HSR 6.29.1]

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.[HSR 6.29.2]

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-1 O 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 Using Concrete Batching and Mixing Plant [HSR 34.1.2]

Providing and laying 80mm thick factory made cement concrete inter1ocking sqm 128 586 713 paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [HSR 10.77]

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [HSr 34.26] Note:- Before start of work the contractor shall give brand, batch no., manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use

Providing and erecting a 'W' metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be f1Xed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 [HSR 34.32.1]

Reinforced cement concrete M25 grade 5th kilometre stone (Precast) of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications HSR 34.27.1

Reinforced cement concrete M25 grade Ordinary kilometre stone (Precast) of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications [HSR 34.27.2]

Reinforced cement concrete M25 grade 200 meter stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications [HSR 34.27.4]

Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.8.1]

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.4.1]

Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 [HSR 34.7.1]

Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 [HSR 34.20.2]

Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately[HSR 34.37]

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values@ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. [HSR 34.34]

Providing and Laying 1000 mm Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications [HSR 17.62.1]

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling / scarifying of existing bituminous crust, granular material and dismantling of culverts etc. have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled / scarified material can be issued for use in any of the item for the work after modification (bringing it to required specifications) on approval from the employer. In case it is not possible to use this material on the work, the agency can take away this material. The material can be taken away by the agency at the price quoted by the agency. However, the reserve price is as given below: (i) Granular Material @ 450/- Per Cum

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