MALIKPUR INDARGARH BAHOSI UMARDA MARG KE KM 32 KATAIYA PUL ME GANG NAHAR PAR LAGHU SETU PAHUCH MARG AND ATIRIKT PAHUCH MAR

Providing and Constructing Temporary Island 24.00 m diameter for Construction of Well Foundation for 8 m dia. Well.including placing of cutting age under water portion providing 40 cm. above platform from water level and its protection by suitable mean and also making platform for Machinaries including etc.reqd for proper compation of the work. and also including all type of taxes but excluding cess as per specification 12.9A (Morth Specification 1200),Complete in all as per Drawing and Direction of E/incharge

Providing and constructing one span service road to reach island location from one pier location to another pier location (. (12.09 C) 1200) Complete in all as per Drawing and Direction of E/incharge

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. (12.10, 1200 & 1900) Complete in all as per Drawing and Direction of E/incharge

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well curb RCC Grade M35 using batching plant & manual placing (12.11 A (iv) , Case II) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M30 using batching plant & Concrete pump in Well steining Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. ( '12.11 B (vii) case(ii) Complete all as per Drawing and Direction of E/incharge

Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification PCC well curb bottom Plugging in M25 Grade complete as per Drawing and Technical Specification. ( '12.11 C case(ii) Complete all as per Drawing and Direction of E/incharge

Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification PCC well curb intermediate and top Plugging in M25 Grade complete as per Drawing and Technical Specification. ( '12.11 D case(ii) Complete all as per Drawing and Direction of E/incharge

Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification RCC well cap in M30 Grade complete as per Drawing and Technical Specification. ( '12.11 E(iv) case(ii) Complete all as per Drawing and Direction of E/incharge

Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification RCC well false steining in M30 Grade complete as per Drawing and Technical Specification. ( '12.11 F(iv) case(ii) Complete all as per Drawing and Direction of E/incharge

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification complete as per Drawing and Technical Specification. ( '12.04/1600 Complete all as per Drawing and Direction of E/incharge

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 1200 A case (i) 0.00 meter to 3.00 meter Complet all as per Drawing and Direction of E/incharge

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 1200 B case (ii) 3.00 meter to 10.00 meter Complet all as per Drawing and Direction of E/incharge (for 5.00m external Dia)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. (MORT&H Sr. No. 12.12A) 1200 B case (iii) 10.00 meter to 16.00 meter Complet all as per Drawing and Direction of E/incharge (for 5.00m external Dia)

Sand Filling in Wells complete as per Drawing and Technical Specifications. (MORT&H Sr. No.12.21, 1207) Complete all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Pier RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Pier Cap RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Abutment RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Abutment cap/ top beam RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Pedestal RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Plain/Reinforced Cement Concrete, in Sub Structure complete as per drawing and technical specification.Back wall /Wing wall/ Parapet wall RCC M35 , (13.05/1500,1700,2200) Complete in all as per Drawing and Direction of E/incharge

Supplying, fitting and placing HYSD bar reinforcement in Sub Structure complete as per drawing and technical specification complete as per Drawing and Technical Specification. (13.06/1600,2200) Complete in all as per Drawing and Direction of E/incharge

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.complete as per Drawing and Technical Specification. (13.16/2000,2200) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Furnishing and placing reinforced/restressed cement concrete in super structure as per drawing and technical specification.Main beam RCC M35, in Super Structure complete as per drawing and technical specification. (14.01 D case (ii) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Furnishing and placing reinforced/restressed cement concrete in super structure as per drawing and technical specification. X- beam RCC M35, in Super Structure complete as per drawing and technical specification. (14.01 D case (ii) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Furnishing and placing reinforced/restressed cement concrete in super structure as per drawing and technical specification. Deck Slab RCC M35, in Super Structure complete as per drawing and technical specification. (14.01 D case (ii) Complete in all as per Drawing and Direction of E/incharge

RCC Grade M35 using batching plant transit mixer & manual placing, Furnishing and placing reinforced/restressed cement concrete in super structure as per drawing and technical specification. Footpath beam RCC M35, in Super Structure complete as per drawing and technical specification. (14.01 D case (ii) Complete in all as per Drawing and Direction of E/incharge

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification in Super Structure complete as per drawing and technical specification. (14.11/1500,1600, 1700,2704) Complete in all as per Drawing and Direction of E/incharge

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification in Super Structure complete as per drawing and technical specification. (12.08/1500,1700,2100) Complete in all as per Drawing and Direction of E/incharge

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (14.04/2702) Complete in all as per Drawing and Direction of E/incharge

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 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 (M35) MORTH clause14.01 D case (ii)

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification (14.02/1600) Complete in all as per Drawing and Direction of E/incharge

Drainage spout complete as per drawing and technical specification.(14.09/2705) Complete in all as per Drawing and Direction of E/incharge

Providing and laying of modular strip/box seal Expension joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm..(14.22/2600) Complete in all as per Drawing and Direction of E/incharge

Providing and applying 2 coats of filling the surface with water base cement paint in all shades on new plastered concrete surface, (14.24) Complete in all as per Drawing and Direction of E/incharge

Providing and applying 2 coats of filling the surface with synthetic enamel paint in all shades on new plastered concrete surface, (14.16/800) Complete in all as per Drawing and Direction of E/incharge

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (3.16/305) Complete in all as per Drawing and Direction of E/incharge

Construction of granular sub-base by providing close graded Material, 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 clause 401 (4.01/401A) Complete in all as per Drawing and Direction of E/incharge

Providing, laying, spreading and compacting graded stone aggregate to 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. (4.14/406B) Complete in all as per Drawing and Direction of E/incharge

Providing and applying Prime coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (5.01/502A(i)) Complete in all as per Drawing and Direction of E/incharge

Providing and applying tack coat with Bitumen emulsion using VG10 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (5.02/503A) Complete in all as per Drawing and Direction of E/incharge

Providing and laying dense graded bituminous macadam Grade II with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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. 505 complete in all respects. (5.04 (505 (B))

Providing and laying bituminous concrete Grade II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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 (5.05 (507 A))

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (16.05/2504) Complete in all as per Drawing and Direction of E/incharge

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (15.4/2504) Complete in all as per Drawing and Direction of E/incharge

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (13.09/710.1.4&2200) Complete in all as per Drawing and Direction of E/incharge

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. (3.01/301) Complete in all as per Drawing and Direction of E/incharge

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. (12.4/2100) Complete in all as per Drawing and Direction of E/incharge

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (13.1/1300&2200) Complete in all as per Drawing and Direction of E/incharge

PCC Grade M20 using batching plant transit mixer & manual placing, (12.8 case(ii) Complete in all as per Drawing and Direction of E/incharge

15mm thick Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications (13.3/1300&2200) Complete in all as per Drawing and Direction of E/incharge .

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