Improvement of connectivity of Faridabad Town with KGP Eway by providing divided carriageway on Ballabgarh Chhainsa Mohna Road from km3.00 bypass road upto km 14.960 interchange at KGP Road ID 3313 in Faridabad Reinvited

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.[ HSR 5.7.4]

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge. Up to 600 mm dia. [HSR 5.53.1]

Demolishing R.C.C. work by mechanical means and stockpiling cum at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. [HSR 5.26]

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. [HSR 17.2.4]

Milling on Bituminous Surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. [HSR 17.43.2]

Dismantling of Granular courses and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. [17.3]

Removing of existing CC block paveme t including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [HSR 17.67]

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. [HSR 5.23.1]

Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications [HSR 17.74]

E/Work in embankment and subgrade in raising portion with soil minimum CBR of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The filling will be done in such a manner that a minimum 500 mm subgrade is achieved and the top of the subgrade is atleast 600 mm above Natural Surface Level. [HSR 17.6]

Construction of embankment 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. (Use Excavated earth) [HSR 17.7]

Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift 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 [HSR 17.6].

Construction of granular sub-base 200 MM THICK (IN TWO LAYEER 100 + 100 MM) by providing Material as per Grading Ill or VI (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 surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications [NS].

Providing laying, spreading and compacting graded stone aggregate to 250 mm thick in two layers ( 125mm + 125mm) 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 technical clause 406 of MORT&H specifications [NS].

Providing and applying primer coat with bitumen emulsion 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 technical clause 502 of MORT&H specifications [NS].

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 technical clause 503 of MORT&H specifications [NS]

Providing & laying 100 mm DBM in (two layers 50 + 50mm) using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c 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.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. 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 [HSR 17.43.1].

Providing and laying 40 mm 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 complete as per technical clause 507 of per MORTH specifications [NS].

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 specifications [HSR 17.44].

Construction of 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 [HSR 17.45].

Providing and laying 80mm thick factory made cement concrete interlocking 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].

Provision of an New Jersey crash barrier at the medians, constructed with M-30 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. (top width 0.175m, bottom width 0.45m and height, 0.95m) [NS]

PCC below Pre cast new jersey crash barrier. Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. PCC Grade M15 [HSR 15.8.1].

Providing marking centre line/side line with 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]

Reinforced cement concrete M25 grade kilometre 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. Ordinary kilometre stone (precast). [HSR 34.27.2]

Reinforced cement concrete M25 grade kilometre 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. 5th kilometre stone (precast). [HSR 34.27.1]

Reinforced cement concrete M25 grade kilometre 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. 200m stone (precast) [HSR 34.27.4].

Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802. 7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing [HSR 34.54].

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 dause 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 (As shoulder mounted sign boards) [HSR 34.11.1]

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m 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 34.19.1]

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 of25x25x3mm 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 high intensity Microprisomatic grade retro reflective Sheeting Class Bas per IRC 67 2012. [HSR 34.4.2]

Informatory sign board 600x450 rectangular 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 dause 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 (Chevron Boards) [HSR 34.9.1]

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. Using retro reflective Sheeting Class C as per IRC 67 2012. [HSR 34.6.1]

Rain Water Harvesting Pit: 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 15.1.2.2]

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 as per clause 2100 of MORT&H specifications [HSR 15.5]

Brick Masonry Work in Cement Mortar 1 :3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar 1 :3 (1 cement : 3 sand) [HSR 15.6.1]

Provideing and laying 12 mm thick cement plaster 1:4 as per clause no. 1000/1300 of MORT&H specification of road and bridge workes complete in all respects. [HSR 11.5.3]

PlainlReinforced cement concrete complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 and 2100 RCC Grade M30 Using concrete Mix [HSR 15.8.7.6]

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600 [HSR 15.45]

TOP PEBBPLES [NS]

SAND [NS]

CRUSHED METAL LESS THAN 10mm IN SIZE [NS]

CRUSHED METAL LESS THAN 20mm IN SIZE [NS]

CRUSHED METAL LESS THAN 40mm IN SIZE [NS]

BOULDERS LESS THAN 250mm IN SIZE [NS]

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete [HSR 13.27]

BOX 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. Ordinary soil, Mechanical Means, Depth up to 3 m. [HSR 15.1.2.1]

Providing and Laying Plain Cement Concrete of grade M-15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days Ref. to Technical specification 2100. [HSR 15.8.1]

Plain/Reinforced Cement Concrete in Open Foundation Using Concrete Mixer, complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. RCC Grade M30. [HSR 15.8.7.1]

Providing and laying M-30 grade Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications .Ref. to Technical specification 1500, 1700 & 2100 .[HSR 27.11.1.1]

Supplying, Fitting and Placing un-coated Fe 500 TMT-HYSD bar Reinforcement complete as per Drawing and Technical Specifications. Ref. to Technical specification 1600 & 2200 [HSR 27.13]

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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. [HSR 34.31]

Painting of Structure No., span arrangement, flow directions etc. as per Technical Specifications Section 800 or as directed by Engineer. [HSR 34.25]

Painting two coats on crash barrier with synthetic enamel paint in all shades Ref. to Technical specification 803 .[HSR 34.49]

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]

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 face. Complete as per drawing and Technical Specifications. Ref. to Technical specification2706 & 2200 .[HSR 27.15]

Flexible apron. 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]

Back filling behind abutment, wing wall, cone and return wall complete as per drawing and MoRT&H Specification 2200. Granular material. [HSR 27.16.1]

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications and as directed by the Engineer-in-charge.[HSR 35.10]

Retaining Wall: 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. Ordinary soil, Mechanical Means, Depth up to 3 m. [HSR 15.1.2.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. PCC Grade M15. [HSR 15.8.1]

Providing and laying M-30 grade Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Ref. to Technical specification 1500, 1700 & 2100 . [HSR 15.8.7.1]

Supplying, Fitting and Placing un-coated Fe 500 TMT-HYSD bar Reinforcement complete as per Drawing and Technical Specifications. Ref. to Technical specification 1600 .[HSR 27.13]

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. Ordinary soil, Mechanical Means, Depth up to 3 m. [HSR 15.1.2.1]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2100 of MORT&H Specifications. PCC Grade M15. [HSR 15.8.1]

Providing and Laying M-30 Plain/Reinforced Cement Concrete in Box complete as per Drawing and Technical Specifications. Ref. to Technical specification 1500,1700 & 2100 .[HSR 15.8.7.1]

Supplying, Fitting and Placing un-coated Fe 500 TMT-HYSD bar Reinforcement complete as per Drawing and Technical Specifications. Ref. to Technical specification 1600 [HSR 27.13].

Shifting of Public Health Utilities: Provision for supplying. Laying , jointing , cutting and testing of connecting DI Piple line and specials including cost of excavation to the required depth and refilling same in all respects [NS] (i) 100 mm i/d

P/F and fixin; C.I double flanged sluice walls PN- 1.6 marked with IS- 14846 including nuts and bolts marked with IS 1363, rubber sheet marked with IS 638 etc carriage loading unloading stacking handling rehandling etc complete in all respect to the satisfication of Engineer in charge (Make - AARKO, Leader, SI, Panja, UPADHAY) complete in all respects.[NS] (i) 100 mm i/d

Credit of Brickwork (Full Size Bricks)

Credit of Brickwork (Brick Bats))

Credit of Steel (Reclaimed Reinforcement Bars)

Credit of Dismantled GSB

Credit of Bituminous Material

KALUWALA CONSTRUCTION PRIVATE LIMITED