Improvement by providing 4 Lanning ,CCP of existing Rewari Bawal road from Km 1.60 to 10.91 and Km 11 to 12.75 ,ODR VT, ID9957,1449 in Rewari Distt

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. Dismantelling of Existing Slab culvert upto 3.00 m Span

Dismantelling of Existing Slab culvert upto 6.50 m Span

Dismantelling of Existing Pipe culvert

Dismantelling of Existing Side Drain

PCC & Paver Block

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (HSR 17.3) by mechanical means

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 17.2.3)

Scarifying existing bituminous surface to a depth of 110 mm by mechanical means scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead up to 1000 meters , as per technical clause 202 of MORT&H specifications (HSR 17.4)

Earth work by excavation for wdg. of road in all kinds of soil by mechanical means including cutting and pushing the earth to site of embankment and berms with all lead and lifts including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete in all respect as per x-section attached as per clause No. 301 of MORT&H specification -2013. (HSR 17.74)

Construction of embankment and berms with approved materials deposited at site from roadway cutting and excavation from foundation of other structures graded and compacted to meet requirement of table 300-2 complete in all respect as per clause No. 305 of MORT&H specification-2013. (HSR 17.7)

construction of embarkment / berms with Soil Taken from Borrow Areas in full Length upto the edge of slope with soil minimum CBR of 8% i/c compansation of earth obtained from borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table-300-2 complete in all respect as per X-section as per clause No. 305 of MORT&H specification-2013. : Lead = 5 Km. (Tibba Sand) (HSR 17.6)

Granular Sub-Base: Providing and laying 100 mm thick compacted granular sub base consisting as filter/separation layer (Lower Layer) confirming to table 400.1 grading-III & 100 mm thick compacted granular sub base consisting as sub base cum drainage layer (Upper Layer) confirming to table 400.1 grading –VI of MORT&H 5th revision - 2013 mixing in a mechanical mix plant at OMC, carriage of mixed 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 specification. (HSR 17.4.3)

Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to 250 mm thick Wet Mix Macadam (WMM) in three layers (75 + 75 + 100) respectively 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 clause No. 406 of MoRT&H specification -2013 as per drawings and design complete in all respects. (HSR 17.24)

Prime Coat : Providing and laying Primer coat over WMM surface with bitumen emulsion SS-I Grade using 6kg/10 Sqm. area. The construction operation shall conform to as per clause no. 502 of MORT&H specification - 2013 including cost of bitumen emulsion, complete in all respects. Instructions issued by MORT&H from time to time regarding bitumen emulsion will be followed strictly. (HSR 17.25)

Tack Coat : Providing and applying tack coat with bitumen VG-10 using bituminous pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause No. 503 of MORT&H specification for road and bridge works (5th revision) of 2013/latest edition Instructions issued by MORT&H from time to time regarding bitumen will be followed strictly.(HSR 17.26.1)

Dense Graded Bituminous Macadam 110 mm thick in two layer (50+60 mm) : Providing and laying dense graded bituminous macadam 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-30@ 4.5 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 MoRTH specification clause No. 507 complete in all respects. (HSR 17.30.1)

Bituminous Concrete : Providing and laying 40mm thick 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 binder VG-40@ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. (HSR 17.31.2)

Dry Lean Concrete:,Construction of 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 specification 2013 (HSR 17.44)

Cement Concrete Pavement M-40 Grade: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computrized 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 drawings (HSR 17.45) as per clause 602 of MORT&H Specification : 2013

Construction of Median and Island with Soil Taken from Borrow Areas: (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407 (Tibba Sand) (HSR 17.6)

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-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 (HSR 34.1.2)

Kilo Metre Stone: Reinforced cement concrete M25grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (HSR 34.27) clause 804 of MORT&H specification Ordinary Kilometer stone (Precast)

Fifth Kilometer stone (Precast)

200 meter Stone (Precast)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface (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)

Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (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. (HSR 34.47.1)

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 17.69.2)

Construction of R.C.C Side Drain 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 approved material as per clause 304 of MORT&H specifications (HSR 15.1.2.1)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (HSR 15.5)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications.PCC-M20 (HSR 15.8.2)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications.RCC-M30 (HSR 15.8.7.2)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications (HSR 27.13) as per clause 1600,2200

Bridges & Culverts 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 approved material as per clause 304 of MORT&H specifications (HSR 15.1.2.1)

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification. Granular material (HSR 27.16.1)

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 MoRT&H Specification. (HSR 27.17)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications.PCC-M15 (HSR 15.8.1)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications.PCC-M20 (HSR 15.8.2)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications.RCC-M30 (HSR 15.8.7.2)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2200. RCC-M30 (HSR 27.11.1.2)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure slab as per drawing and MoRT&H clause 1500, 1600 and 1700 of MORT&H Specification. RCC-M30 (HSR 27.29.1.1)

Reinforced cement concrete approach slab M-30 including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500,1600,1700 & 2704 . (HSR 27.46)

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)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications (HSR 27.13)

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. (HSR 27.51.2)

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 fixing in position. (HSR 27.44.2)

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

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. (HSR 34.37)

Cautionary sign board 600x600x600mm triangular 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 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 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 (HSR 34.5.1)

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 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 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 (HSR 34.7.1)

Mandatory sign board 900 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 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 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 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 (HSR 34.6.1)

Informatory sign board 900x600 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 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 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 (HSR 34.11.2)

Advance Direction signboard 1200x900 square 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 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 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 (HSR 34.13.2)

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 . (HSR 34.20.1)

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 (HSR 34.33)

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 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 centre to centre, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 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 (HSR 34.46.2)

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.

Providng & 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.HSR 34.35

Public Health Provision for providing and fixing, laying, jointing, cutting, testing of DI pipeline complete in all respect (for shifting of DI pipeline) (NS) 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 :- (a) Quantity of Old Bricks in Culvert & Side Drain

Quantity of Old Brick BATS in Culvert & Side Drain

Quantity of Steel in Culvert

Credit of Granular Surface Material @ 700 Rs. Per cum (80% Material Obtained From Dismantalling of Flexible Pavement)

P C Gupta and Co

R K JAIN INFRA PROJECTS PRIVATE LIMITED