Improvement by providing Widening (5.50 Mtr to 7 Mtr) and Strengthening of existing Kund Khol Mandola Road from Km 0.00 to 18.82 in Rewari District (ODR VT) (ID 1606)

Amount

Dismantling of Existing Culverts, Roads & Side Drain: Dismantling of Existing culverts, side drain and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Dismantling of Existing Slab culvert upto 2.5 m Span

Dismantling of Existing Slab culvert upto 3.00 m Span

Dismantling of Existing Slab culvert upto 3.5 m Span

Dismantling of Existing Slab culvert upto 5.00 m Span

Dismantling of Existing Slab culvert upto 6.00 m Span

Dismantling of Existing Slab culvert upto 2x5.00 m Span

Dismantling of Existing Pipe culvert

Dismantling of Existing Side Drain

Dismantling of Existing PCC

Dismantling of Flexible Pavements (GSB & WBM)

Clearing and Grubbing Road Land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150 mm in thickness. (HSR 6.26)

Dismantling of existing bituminous layer on road by cold milling 100 mm thickness in full width and planning the surface after cold milling, transportation to the hot mix plant site. (HSR 24.37)

Earthwork excavation in ordinary soil exclusive of compensation of earth – earth work undressed with a combined lead upto 15 Mtr including breaking of clods (HSR 6.2 (b)

Construction of berms with earth received from excavation of embankment and other excavation (Item item No. 4 of BOQ) including rolling and compaction as per MORT&H Specification 2013 including disposal of surplus earth away from ROW

Earth work in embankment, sub grade, earthen shoulder including Lay Byes, junctions, parking with approved material obtained from Borrow pits (Minimum CBR value 8% for sub grade only) with all lead and lifts and laying in 20 cm layer and compaction including dressing of banks and side slopes to given levels and templates after breaking of clods, also including cost of watering and rolling including compensation of earth. The successive layer of earth should not be provided until and unless layer under construction is thoroughly compacted. The complete rate quoted by the contractor shall take into account all allowances for labour, hardness, wetness and all kinds of carriage, loading & unloading, total lead and lift of soil involved to the entire satisfaction of Engineer - in -charge conforming fully to specification No. 305 of MORT&H including subsequent and corrigenda issued from time to time. The compaction of work shall be achieved 97% of Modified Proctor Density. The top level of Sub grade should be minimum 1.00 mtr. above the adjoining field / ground levels. The rate should include excavation of road way and using the excavated soil in embankment to ensure that every where 500mm sub grade is prepared afresh with new borrow area soil having minimum CBR value 8% Adjoining field ground levels shall be mean of levels taken in every 250m length at a longitudinal distance of 25 m both sides and 50 m distance from center line of the road longitudinal profile based on above parameters shall be approved and finalized by Engineer-in-charge before GSB is started on earth work.

Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of drainage layer confirming to Table 400.1 grading-III of MORT&H specification fifth edition, mixing in 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 2013. NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of filter layer confirming to Table 400.1 grading-VI of MORT&H specification fifth edition, mixing in 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 vibratery power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013. NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Wet Mix Macadam. Providing, laying 250 mm thick, spreading and compacting graded stone aggregate to wet mix macadam(WMM) specification in two layers including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H specification clause 406.(NS)_2013 as per drawing and design directed by the Engineer. Note: only crust stone material should be used no local sand/ tibba sand shall be used.

Prime Coat : Providing and applying primer coat with bitumen emulsion MS Grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/ sqm using pressure distributor as per MORT&H specification 2013Clause 502.

Tack Coat : Providing and applying tack coat with bitumen VG-10 grade with pressure distributor @ 0.25 Kg/sqm on the prepared granular/ black top surface cleaned with mechanical broom including cost of bitumen as per MORT&H clause no. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Dense Graded Bituminous Macadam : Providing and laying 95 mm thick dense graded bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.0 per cent by weight of total mix 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 as per MoRT&H specification clause No. 505 complete in all respects. If bitumen required more than 4.0% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.(NS)

Providing and laying 40 mm thick Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tone per hour, using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4% of mix 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 as per Specifications Clause 507 MoRT&H specification 2013 and in compliance of para no. 4 of additional condition for bituminous work complete in all respects. Note: 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.

Providing and laying 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 of MORTH specification (Fifth Edition) 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 ISI marked provision MPA at 7 days, mixed in a batching plant, transported to site, laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause no. 601 of MoRTH specification (5th edition 2013)

Providing and laying cement concrete of grade M-40 of un-reinforced, dowel jointed, plain cement concrete over a prepared sub base with 43 grade cement @400 kg per cum, (minimum) coarse and fine aggregate not exceeding 25 mm 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 Clause 602) (M-40)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (MoRT&H 8.14) Kilometer stone on village roads (HSR 10.129 ii + 16.75 b ii)

5th Kilometer stone (Precast) i/c painting (HSR 10.129 i + 16.75 b i)

Reinforced cement concrete 1:2:4 boundary pillars/ 200 mtr. stone of standard design, fixed in position, including finishing & including painting (HSR 10.131 + 16.75 b ii)

Providing & Marking center line /Zebra Crossing with hot applied thermo-plastic road marking paint complete in all respect such as furnishing all labour, material tools, equipment including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MORT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer. Note :- I) Thermoplastic paint out of following brand will be allowed to be used:- a) Asian paints –Apcomark b) Berger Paints –Sigmark c) Prismo Note :- II). Glass Beads out of following brand will be allowed to be used:- a) Potters b) Sovitec c) Flexolite

Utility Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, NP -3 ISI marked across the road @ 200m C/C (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. As per MORT&H specification Sr. No. 8.29

Provision of Construction of Side Drain as per drawing & Technical Specifications. Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)

Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)

Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)

Design mix cement concrete of grade M-30 with minimum cement content 320 kg/cum in foundation and plinth level (HSR:10.67)

Providing & Fixing in Position TMT Fe 415 grade reinforcement Complete as Per Drawing and Technical Specification

Provision for Construction & widening of existing culvert and Minor Bridges Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)

Back filling with filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specifications Clauses 305, 309 & 2502.

Cement Concrete 1:3:6 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.40)

Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)

Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)

Design mix cement concrete of grade M-30 with minimum cement content 320 kg/cum in foundation and plinth level (HSR:10.67)

Centering and Shuttering for flat surfaces such as suspended floors, roofs, landing, chhajjas, shelves etc. Inclination not exceeding 25 degree with horizontal. (HSR:9.1)

Design mix cement concrete of grade M-30 with minimum cement content 340 kg/ cum in first storey upto 4 meters above plinth level (HSR 10.74)

Design mix cement concrete of grade M-35 with minimum cement content 340 Kg/ cum in foundation and plinth level (HSR 10.68)

Shuttering for face of concrete foundation and foundation beams (vertical or batting) (HSR 9.13)

Design mix cement concrete of grade M-35 with minimum cement content 340 Kg/ cum in first storey upto 4 meters above plinth level (HSR 10.75)

Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specifications Clause 2704.

Centering and Shuttering for face of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. (HSR 9.5)

Provision of reinforcement cement concrete crash barrier at the edge of the road approach’s to bridge structure and medians, constructed with M-40 grade concrete with TMT reinforcement confirming to IRC 21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, to the structure on which it is build and installed as per design given in the enclosure of MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawings and at locations directed by the Engineer, all as specified as per clause no. 811 of MoRTH specification 5 th revision including cost of painting etc. complete in all respect (Based on MoRTH no. 8.22)

HYSD/TMT bar reinforcement complete as per drawings and Technical Specifications Section 1600.

Providing GI pipe railing over crash barrier including structural fixing as per Technical Specification Clause 2703.

Providing 20mm expansion joint filled with compressible fiber board as per drawing and as per direction of the Engineer as per MORT&H Clause 2605

Providing cement concrete railing in M-30 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.

Providing and fixing drainage spouts for bridges as per Drawing and Technical Specifications Clause 2705.

Weep holes as per specifications

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Footpath finish with 40 mm thick cement concrete of grade M - 25

Painting of Bridge No. and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.

Providing, lowering, cutting, jointing and testing 1200 mm dia RCC pipe Class NP-4 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths an laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand motar and with ends dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 15 degree with faces of spigot of sockets joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No. 29.38, 29.44, 29.45 & 29.46) including cartage, loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bill certificate no payment shall be release.

Providing Hard Moorum Filling between Head Wall & Pipe (Sandy Material)

Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing 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 be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M)

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013)

Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminum on both sides supported on Mild steel pipe post 80mm NB medium class 4mm thick embedded M-20 grade concrete foundation of size 450mmx450mmx600mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge. 600mm Circular

600mm Equilateral Triangle

600mm high Octagon

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. Size 900mmx600mm

Size 1200mm x 900mm

Providing & erecting OVERHEAD SIGNS including gantry using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67 - 2012 Type IV specification fixed on 4mm thick Aluminum Composite Panels as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R. C. C. foundation for providing of M. S Tubular structure for cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Cantilever Over head Sign gantry. (T-Type) Size- 5000mm x 1500mm retro reflective both side (complete including foundation + framed pipe structure + Retro reflective board)

Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides. (of reputed make such as Array Dennison/3M)

Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect

Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) (MoRT&H (8.26) C )

Providing & fixing retro-reflective light bollards 1500 mm high as per site requirements, using non-metallic micro prismatic rectro reflective sheets conforming to IRC : 67-2012 type 4, HIP specification fixed on 3 mm thick aluminum composite material sheet as base having 0.5 mm thick aluminum on both sides having circular board of size 450mm dia, sheeting of blue back ground and white arrow. The order board will be of size 600 mm x 400 mm made up of high intensity retro-reflective sheeting type 4 fixed over aluminum composite panel sheet 3 mm thick both of the boards fixed on 80 mm NB dia 16 gauge M.S. pipe duly printed. The board to be fixed in CC 1:2:4 block of size 300x300x450mm

Providing and fixing chevron boards as per standard size mentioned in IRC-67/relevant IRC/IS code as per MoRT&H specifications complete in all respect to the satisfaction of engineer-in-charge.

Providing & fixing small two way median markers as per standard size mentioned in IRC-67/relevant IRC/IS code as per MoRT&H specifications complete in all respect to the satisfaction of engineer-in-charge.

Providing and laying 80mm thick interlocking paver blocks of all shapes and colours ISI marked in design mix cement concrete M-35 over a bed of 30mm thick fine sand complete in all respect. Interlocking Paver Block should conform to IRC SP-63-2004 between carriageway and side drain and over footpath in buried drain. (HSR 10.159)

Public Health Items Providing and fixing, laying, jointing, cutting, testing of DI pipeline complete in all respect (for shifting of DI pipeline) (NS) 100 mm i/d

Provision for S.V. complete including chamber surface boxes etc. 100 mm i/d

Providing and fixing DI special (NS)

Providing and fixing CI special (NS)

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Quantity of Old Bricks to be recovered from Culvert & Side Drain @ Rs. 3.00 per Brick

Quantity of Old Brick BATS to be recovered from Culvert & Side Drain @ Rs. 250.00 per cum

Quantity of Steel in Culvert to be recovered @ Rs. 20000.00 per MT

Credit of Granular Surface Material @ Rs. 700.00 per cum (Material Obtained From Dismantling of Flexible Pavement)

Sarvodya Infracon Ptd. Ltd.