Construction of Flyover from Yogoda Satsang Ashram, Bahubazar to Shantinagar, Kokar via Kantatoli Chowk in Ranchi, Jharkhand. (Length-2240 Metre)

Amount

1. Site Clearance And Dismantling

1.01- Cutting of trees, excluding removal of stumps and roots of trees (Cutting of trees, trunks and branches excluding removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs )

1.01 (a)- Girth from 300 mm to 600 mm

1.01 (b)- Girth beyond 600 mm to 900 mm

1.02 - Clearing and Grubbing Road Land. (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 earlier 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.)

1.02 (a) In area of light jungle

1.03 - Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.)

1.03(a)- Cement Concrete Grade M-15 & M-20 by Mechanical Means

1.03(b) - Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means

2- EARTH WORK, EROSION CONTROL AND DRAINAGE

2.01- Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Hydraulic excavator (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

2.02- Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) (Rolling with vibratory roller)

3- SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS

3.01- Granular Sub-base with Close Graded Material (Table:- 400-1 & Table 400-2) Plant Mix Method (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 ), GRADING-I Crushed Stone Aggregates.

3.02- Wet Mix Macadam (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- BITUMINOUS WORKS

4.01- Prime coat 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 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

4.02- Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

4.03- Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 relevant MoRTH specification complete in all respects.)(Grading-I)

4.04- Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 relevant MORTH specification complete in all respects)(Grading-II)

5- R.C.C. DRAIN

5.01- Excavation for Structures (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.(by mechnical means)

5.02- Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 ( PCC Grade M15 )

5.03- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (RCC GRADE M-20)

5.04- Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification clause No.1600 & 2200

5.05- Providing Iron Grating @10 M C/C. Complete as per drawing and Technical specifications

5.06- 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

6- ROAD MEDIAN & PLANTATION

6.01- Cast in Situ Cement Concrete M20 kerb (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)

6.02- Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface, with synthetic enamel paint in all shades on new plastered concrete surfaces)

6.03- Planting Flowering Plants and Shrubs in Central Verge

6.04- Maintenance of Flowering Plants and Shrubs in Central Verge for one Year

7- TRAFFIC SIGNS, ROAD MARKINGS AND OTHER APPURTENANCES

7.01- Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

7.01(a)- 90 cm equilateral triangle

7.01(b)- 60 cm equilateral triangle

7.01(c)- 60 cm circular

7.01(d)- 80 mm x 60 mm rectangular

7.01(e)- 60 cm x 45 cm rectangular

7.01(f)- 90 cm high octagon

7.02- Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

7.03- Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

7.04- Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3)

7.04(a)- Overhead Gentry

7.04(b)- Cantilever overhead sign

7.05- Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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 inclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.

7.06- Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

7.07- Reinforced Cement Concrete Crash Barrier (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)

7.08- Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 600 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.

7.08(a)- Single Row for one utility service

7.08(b)- Double Row for two utility services

7.09- Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

8- Junctions Improvements

8.01- Granular Sub-base with Close Graded Material (Table:- 400-1 & Table 400-2) Plant Mix Method (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 )(Grading 1) Crushed Stone Aggregate

8.02- Wet Mix Macadam (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.)

8.03- Prime coat 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 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

8.04- Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

8.05- Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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)(Grading-I)

8.06- Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects)(Grading-II)

9- Reinforced Earth Retaining & Rcc Retaining Wall Structure for Flyover and Exit-Entry Ramp

9.01- Excavation for Structures (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.(by mechnical means)

9.02- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications( Grade M-15)

9.03- Pre-cast reinforced grade facia panel / blocks, 180 mm thick (including casting, handling , transportation , erecting, assembling 180 mm thick precast M-35 Grade RCC facia with reinforcing element strip of aluminium , connectors, filter fabric, Ground treatment, all accessories etc. complete work as per drawing and relevant clauses of MoRTH specifications and Codes)

9.04- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade-M-35,using batching plant,transit mixer and concrete pump

9.05- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

9.06- Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification clause No.1600 & 2200

9.07- 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 technical specification.

9.08- Providing & laying Reinforced cement concrete grade M 35 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700 & 2200, Using Batching Plant,Transit Mixer and Concrete Pump ,

9.09- Furnising and placing Reinforced/Prestressed cement concrete in superstructure as per drawing and technical specification clause No.1500, 1600, 2300 & 1700, using Batching plant, Transit mixer and Concrete pump. (RCC/PSC Grade M-35 )

9.10- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.

9.11- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 3104 & other relevant clauses (Granular material)

9.12- Cast in Situ Cement Concrete M20 kerb (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) Using Concrete Batching and Mixing Plant.

10- Box Culverts

10.01- Earth work in excavation of foundation of structures as per drawing and technical specification clause no 304, 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. (by Mechanical means)

10.02- Providing and laying of PCC M15 levelling course 100mm thick in open foundation complete as per drawing and technical specification clause no 1100, 1700

10.03- Providing & laying Reinforced cement concrete grade M 30 in foundation complete as per drawing and Technical Specification clause No.1500, 1700 & 2200 Using Batching Plant,Transit Mixer and concrete pump, but excluding steel reinforcement

10.04- Providing & laying Reinforced cement concrete RCC Grade M- 30 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700, 2100 & 2200, for height upto 5 mtr with Batching Plant,Transit Mixer and concrete pump,

10.05- Providing & laying Reinforced cement concrete RCC grade M 30 in super-structure complete as per drawing and Technical Specification , but excluding steel reinforcement

10.06- Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and Technical Specification clause

10.07- Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification clause No.1600 & 2200

10.08- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specification clause No.1600 & 2300

10.09- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification clause No.2700

10.10- Providing and laying Reinforced cement concrete M30 grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification clause No.1500, 1600, 1700 & 2704.

10.11- Providing and fixing Mild Steel pipes 85 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and welding , fabricating for crash barrier as indicated in the drawings including cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.

10.12- Providing and fixing in position horizontal of PVC pipe of 150 mm dia., for service duct in footpath/crash barrier including cost of all material , labour , loading , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.

10.13- Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface, with synthetic enamel paint in all shades on new plastered concrete surfaces)

10.14- Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Metre)

10.15- Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 Metre, stacking serviceable and unserviceable materials separately)-BY Mechanical means(Bituminous course)

10.16- Construction of RCC railing of M30 Grade in -situ with 20 mm nominal size aggregate, true to line and grade , tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm , leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specification

11- Minor Bridges

11.01- Excavation for Structures (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.(by mechnical means)

11.02- Levelling course for pile cap(Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.)

11.03- Providing Cement Concrete for Reinforced Concrete M 35 grade in Pile Cap complete as per Drawing and Technical Specification clause 1100, 1500 &1700, using Batching Plant,Transit Mixer and Concrete Pump ,

11.04- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification clause No.1600

11.05- Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per Drawing and Technical Specification and removal of excavated earth with all lifts and lead upto 1000 m, for pile dia 1000 mm, using Batching Plant,Transit Mixer and Concrete Pump.clause 1100,1600 & 1700 (Including initial and routine load test as per relevent code)

11.06- Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Drawing and technical specification no 1200 & 1900 (considering this item for steel liner of piles)

11.07- Providing & laying Reinforced cement concrete grade M 35 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700 & 2200, Using Batching Plant,Transit Mixer and Concrete Pump ,

11.08- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specification clause No.1600 & 2200

11.09- Furnishing and Placing Reinforced/ Prestressed cement concrete M 45 grade in super-structure as per drawing and Technical Specification clause No.1500, 1600 & 1700, Using Batching Plant,Transit Mixer and Concrete Pump for T Beam and slab including launching of precast girders ,

11.10- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification clause No.1600, 2300

11.11- Providing Drainage Spouts using 100mm dia G.I. Pipe one meter long & (260 x 260) mm M.S.grating as per drawing fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc., complete as per the direction of Engineer and in accordance with technical specification clause No.2705

11.12- Providing and laying PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification clause No.2700

11.13- Providing and laying Reinforced cement concrete M35 grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification clause No.1500, 1600, 1700 & 2704.

11.14- Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. clause No. 2607

11.15- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications.(Using Batching plant, Transit mixer, and Concrete pump) clause no 2702

11.16- Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.and in accordance with technical specifications clause No.800

11.17- Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 Metre)

11.18- Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 Metre, stacking serviceable and unserviceable materials separately) (by Mechanical means- Bituminous course)

11.19- Dynamic Pile Load test on single Vertical Pile in accordance with IRC:78-2014 (Appendix -7) complete in accordance with MoRT&H specification no 1100

11.20- Conducting high strain integrity test ( As per relevent code and standard specifications)

12- Main Flyover & Exit-Entry Ramp

12.01- Excavation for Structures (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.(by mechnical means)

12.02- Levelling course for pile cap(Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.)

12.03- Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per Drawing and Technical Specification and removal of excavated earth with all lifts and lead upto 1000 m, for pile dia 1000 mm, using Batching Plant,Transit Mixer and Concrete Pump.clause 1100,1600 & 1700 (Including initial and routine load test as per relevent code)

12.04- Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm(Including initial and routine load tests as per relevent codes)

12.05- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

12.06- Providing Cement Concrete for Reinforced Concrete M 35 grade in Pile Cap complete as per Drawing and Technical Specification clause 1100, 1500 &1700, using Batching Plant,Transit Mixer and Concrete Pump .

12.07- Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Drawing and technical specification no 1200 & 1900 (considering this item for steel liner of piles)

12.08- Dynamic Pile Load test on single Vertical Pile in accordance with IRC:78-2014 (Appendix -7) complete in accordance with MoRT&H specification no 1100

12.09- Conducting high strain integrity test ( As per relevent code and standard specifications)

12.10- Providing & laying Reinforced cement concrete grade M 35 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700 & 2200, Using Batching Plant,Transit Mixer and Concrete Pump ,(height up to 5 mtr)

12.11- Providing & laying Reinforced cement concrete grade M 35 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700 & 2200, Using Batching Plant,Transit Mixer and Concrete Pump ,(height for 5 to 10 mtr)

12.12- Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification clause No.1600 & 2200

12.13- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

12.14- Furnishing and Placing Reinforced/ Prestressed cement concrete M 45 grade in super-structure as per drawing and Technical Specification clause No.1500,2300 & 1700, Using Batching Plant,Transit Mixer and Concrete Pump (for Crash barrier)

12.15- BOX structure M-50 Precast - posttensioned Segmental box Girders(Furnishing and Placing Reinforced/ Prestressed cement concrete M 50 grade in super-structure including all formwork, all materials,labour,casting, handling, steam curing, with all T&P etc.; transporting to the work site with appropriate handling, launching in position with complete setof launching equipments of adequate capacity, post tensioning including all accessories and materials etc. complete work, with adequate safety , quality and traffic control measures , as per drawing and Technical Specification , as per relevant clauses/codes)

12.16- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification clause No.1600,

12.17- Providing Drainage Spouts using 100mm dia G.I. Pipe one meter long & (260 x 260) mm M.S.grating as per drawing fabricating, fixing in position, painting with anti-corrosive/bituminous paint, including cost of all materials, labour, lead, lifts etc., complete as per the direction of Engineer and in accordance with technical specification clause No.2705

12.18- Providing and laying PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification clause No.2700

12.19- Providing and laying Reinforced cement concrete M35 grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification clause No.1500, 1600, 1700 & 2704.

12.20- Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. clause No. 2607

12.21- Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, 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 of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

12.22- Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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 relevant MORTH specification complete in all respects)(Grading-II)

12.23- Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.and in accordance with technical specifications clause No.800

12.24- Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface, with synthetic enamel paint in all shades on new plastered concrete surfaces)

12.25- High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

12.26- Carrying out the confirmatory boring for soil investigation for foundation as per technical specification clause 1100, 2400 at each pier location & RE Wall location and submission of geotechnical investigation report with recommendation to client.

12.27- M-50 cast in situ deck slab(Furnising and placing Reinforced/Prestressed cement concrete in superstructure as per drawing and technical specification)

12.28- Portable Barricade in Construction Zone(installation of steel portable barricade with horizontal rail 300 mm wide ,2.5 m in length fitted on "A" frame made with 45X45X5 mm angle iron section ,1.5 m in height, horizantal rail painted *(/2 coats) with yellow and white strips,150 mm in width at an angle of 45 ֯ ,"A' framin painted with 2 coats of yellow paint , complete as per , IRC:SP:55-2001

12.29- Filler Joint ( Providing and fxing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specification)

12.30- Furnising and placing Reinforced/Prestressed cement concrete in superstructure as per drawing and technical specification clause No.1500, 1600, 2300 & 1700, using Batching plant, Transit mixer and Concrete pump. (RCC/PSC Grade M-35 )

12.31- Furnishing and Placing Reinforced/ Prestressed cement concrete M 45 grade in super-structure as per drawing and Technical Specification clause No.1500, 1600, 2300 & 1700, Using Batching Plant,Transit Mixer and Concrete Pump for T Beam and slab including casting ,formwork,curing , handling , transportation from casting yard to site , handling, launching of precast girders with adequate safety, quality and traffic control measures ,

13- Rain Water Harvesting

13.01- Excavation for Structures (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.(by mechnical means)

13.02- Providing and fixing in position horizontal of PVC pipe of 150 mm dia., for service duct including cost of all material , labour , loading , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete. for rain water harvesting

13.03- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications ,RCC Grade M-30,Using Batching Plant,Transit Mixer and Concrete Pump

13.04- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

13.05 - Supply, Fitting and Fixing of PVC Elbow for PVC pipe of 150 mm dia

13.06- Supply, Fitting and Fixing of PVC TEE for PVC pipe of 150 mm dia

14.01- Excavation for Structures (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.(by mechnical means)

14.02- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, PCC Grade M-15

14.03- Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications ,RCC Grade M-30,Using Batching Plant,Transit Mixer and Concrete Pump

14.04- Providing & laying Reinforced cement concrete RCC Grade M- 30 in sub-structure complete as per drawing and Technical Specification clause No.1500, 1700, 2100 & 2200, for height upto 5 mtr with Batching Plant,Transit Mixer and concrete pump,

14.05- Providing & laying Reinforced cement concrete RCC grade M 30 in super-structure complete as per drawing and Technical Specification , but excluding steel reinforcement

14.06- Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

14.07- Supplying, fitting and placing HYSD bar reinforcement complete in sub-structure as per drawing and Technical Specification clause No.1600 & 2200

14.08- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification clause No.1600, 2300

14.09- Fiber board for Expansion joint( Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simplysupported spans not exceeding 10m to cater for a horizontal movement upto 20 mm , covered with sealent complete as per drawing and technical specification

15- Utility Shifting for Distribution Main pipe line at kanta toli

15.01- Providing and supplying ISI mark centrifugally cast (spun) ductile iron pressure pipes of 100 mm and above all diameter for water works with socket and spigot ends conforming to IS 8329/2000 in standard working lengths of 4.5,5.5 & 6.0 M for classification K-7 suitable for push on joint (Rubber gasket D Jointing ) with cement morter lining in side the pipes with out side zinc and bituminous coating including all other taxes,insurance, including inspection charge of DGS&D/SGD and sales tax all complete including cost of 1 Nos gasket along with each of pipe.

15.01(a)- 100mm dia pipe

15.01(b)-150mm dia pipe

15.01(c)-600mm dia pipe

15.01(d)-750mm dia pipe

15.01(e)-900mm dia pipe

15.02- Earth work in excavation ( As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer incharge.

15.03- In excavation of soft rock and ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 30m with initial lead and lift of 1.5m , including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specification and direction of engineer incharge.

15.04- Earth work in back filling the trenches after laying of different types and sizes of pipes with earth removed during excavated within initial lead and lift as per specification and direction of engineer incharge.

15.05- Supplying labours tools tackels, lubricant, lubricant etc. for laying and jointing D.I/C.I.S/S tyton pipes (class A ) trenches supplying vwithout rubber gasket conforming to I.S.S - 5382-1969 and making gasket joint including providing nightgaurd, barrier and red light to safe gaurd against accident, all complete (pipe to be supplied departmentaly free of cost and laying of pipe is to be done as per I.S.S 3114-1985 as per design, specification and direction of engineer incharge.

15.05(a)-100 mm dia pipe

15.05(b)-150 mm dia pipe

15.05(c)-600 mm dia pipe

15.05(d)-750 mm dia pipe

15.05(e)-900 mm dia pipe

15.06- Providing and supplying ISI standard D.I Special & fitting with sealing rubber gasket of S.B.R Complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from ruisting and suitable for D.I pipes including ED, CST, all taxes , etc. complete as per I.S-9523 but excluding freight.

15.07- Providing double flanged sluice valve (size 50mm to 1200mm) for scour conforming to IS 2906/14846 including wronge arrangments as per test pressure stainless steel spindls, including all transportation etc. all complete without byepass arrangment ( with ED ) PN-1.0

15.07(a)- 100 mm dia pipe

15.07(b)- 150 mm dia pipe

15.07(c)- 600mm dia pipe

15.07(d)- 750 mm dia pipe

15.07(e)- 900 mm dia pipe

15.08- Supplying labour and tools for fixing c.i sluice valve in trenches with a pair of C.I Tail pieces including making had caulked joints and flanged joints as per IS Specification, includings upplying all jointing materials

15.08(a)- 100 mm dia pipe

15.08(b)- 150 mm dia pipe

15.08(c)- 600mm dia pipe

15.08(d)- 750 mm dia pipe

15.08(e)- 900 mm dia pipe

15.09- Supplying all labours tools & equipments for cutting pucca road and rstoring the same after laying and jointing of the pipe line

15.09(a)- Pucca road cutting

15.10- Providing and Supplying Air Valve as per IS–14845–2000 and MHP's stan-dard specifications double orifice type combined with isolating sluice valve, gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloading, transportation upto depar -tmental storer/site, etc. complete.

15.10(a)- Double Ball Flanged Type PN 1.6 200mm dia

15.11- Providing PCC M-15 in nominal mixo f (1:2:4) in foundation with approved quility of stone chips 20mm , 6mm size graded and clean coarse sand FM 2.5 TO 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxe sand royality all complete as per rbuilding specification and direction of engineer incharge.

15.12- Construction of R.C.C valve chamber of 2.50x2.0x2.5 deep internal dimension having 300mm all thickness in R.C.C M-20 (1:1.5:3) within 400 per cast cover slab with air vent hole 200 dia in water sump promises provision as per approved etc. all complete as per specification and direction of E/I. For 750mm dia & 900mm dia.

15.13- Construction of R.C.C valve chamber of size 2.00x1.20x2.0m deep internal dimension having 300mm all thickness in R.C.C with 400mm thick and 300mm dia wide R.C.C M20 per cast cover slab with air vent hole 100mm dia outer side wall one whole 200mm dia for water scouring provision for 100-400 mm dia as per annalysis.

15.14- Labour charges for one cutting DI-K7 Including supplying necessary tools & plants as per specification.

15.14(a)- 100 mm dia pipe

15.14(b)-150 mm dia pipe

15.14(c)-600 mm dia pipe

15.14(d)-750 mm dia pipe

15.14(e)-900 mm dia pipe

15.15- nSupplying tools and tackles for testing of D.I pressure pipe up to 60mm meter head of water all complete as per specification an direction of Engineer-in-charge.

15.15(a)-100 mm dia pipe

15.15(b)-150 mm dia pipe

15.15(c)-600mm dia pipe

15.15(d)-750 mm dia pipe

15.15(e)-900 mm dia pipe

15.16- Supplying of all materials & construction of P.C.C M20 in nominal mix of (1:1.5:3) trust block of approved quality of stone chips where requirwd as per specificaton and direction of E/I. Detail measurment and quality should be approved by genral manager. JUIDCO Ltd.

15.17- Carriage of materials

15.17(a)- Cement lead up to 5 km

15.17(b) -Sand lead up to 55 km kanchi

15.17(c) -Stone chips up to 35 km

MS FITTINGS

15.18- Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

15.18(a)- 750 MM ID 12 mm Thik

15.18(b)- 900 MM ID 12 mm Thik

15.19- XVI. M. S. PIPES LAYING Lowering and laying in position to correct line and level including M. S. specials such as distance pieces, straps, bends, tapers, etc. on pedestals or chairs upon piers or trestles. Therate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and including transportation upto 500 m. etc. complete as specified.

15.19(a)- 750 MM ID 12 mm Thik

15.19(b)- 900 MM ID 12 mm Thik

15.20- Providing and applying primer and one coat of red oxide of iron paint externally including cleaning the surface of the pipes with steel scrappers, wire brushes, and metal cleaning solution, etc.

15.20(a)- FOR IN SIDE OF 750 DIA PIPE

15.20(b)- FOR OUT SIDE OF 750 DIA PIPE

15.20 ( c)- FOR IN SIDE OF 900 DIA PIPE

15.20(d)- FOR OUT SIDE OF 900 DIA PIPE

15.21- Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.

15.21(a)1 - Butt Joints : Plate thickness 12MM FOR 750 MM DIA

15.21(a)2 - Butt Joints : Plate thickness =12MM FOR 900 MM DIA

15.21(b)- Only flanges with machining and drilling holes, etc. complete more than 40 mm thick.

15.21(b)1- 750 MM DIA MS FLANGE 20 MM THIK. Weight Approx. 138.65KG/P.NO.

15.21(b)2- 900 MM DIA MS FLANGE 20 MM THIK . Weight Approx. 199.66 KG/P.NO.

15.22- Providing and making flanged joints to flanged C.I./ M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.

15.22(a)- for 750 mm Dia

15.22(b)- for 900 mm Dia

15.23- Providing, fabricating and fixing expansion joints for pipelines as per the drawing. The rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, Rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding GST levied by GOI & GOM in all respect etc. complete

16- Lighting on Bridges

16.01- Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp (Including all brackets, pillar box, photo cell timer, cabling, earthing painting and all other necessary accesories and testing and commissioning of lighting system)

16.01(a)- SIngle Arm Lighting Pole

16.01(b)- Double Arm Lighting Pole

NCC Limited