Balance Works Pacakage No.AS-04-174

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.i) By Manual means. A) In area ofnon thormy jungle

Cutting of tress including cutting of trunks branches and removal of stumps cutting of trees. Including cutting of trunks, branches and removal of stumps and roots, refilling compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201 upto a lead (A) Lead up to 100 metres (I) Girth above 300 mm to 600 mm.

Cutting of tress including cutting of trunks branches and removal of stumps cutting of trees. Including cutting of trunks, branches and removal of stumps and roots, refilling compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201 upto a lead (A) Lead up to 100 metres (I) Girth above 600 mm to 900 mm.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300-2 with a lead upto 1000 m as per Technical Specification 301.5 by Mechanical means (i) Private land.

Construction of embankment with approved material excavation from drain and foundation of other structure graded and compacted to meet requirement

Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 By Mechanical means private land.

Construction of Granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ( II ) For Grading II Material

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405.Grading II

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405.Grading III

Prime coat low porosity: 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 0.70-1.0 Kg/Sq.m. using mecanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion using emulsion distributor at the rate of 0.25 to 0.30Kg per Sq.m. on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing laying, rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade/ modified bitumen or cut back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller of 8-10 ton capacity to the required level and grade to be follwed by seal coat of either Type A or Type B or Type C as per technical specification clause 508. Case-II Mechnical means: Crumb rubber modified bitumen (Grade-55)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type -A , Type-B and Type C as per Technical Specification Clause 510. By Mechanical means Case I Type A (11.2 mm to 2.36 mm) (i) Bitumen (S-90)

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel engle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.(ii) 60cm circular

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel engle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.(iv) 60cmx60 cm rectangular

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC : 8 for kilometer stone and IRC:8 fixing position including painting and printing, etc. as per Technical Specification Cl.1703. (ii) Ordinary KM Stone stone (Precast)

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC : 8 for kilometer stone and IRC:8 fixing position including painting and printing, etc. as per Technical Specification Cl.1703. (iii) 200 m stone (Precast)

Speed breaker

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical clause 1104 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 MORTH Clause No.304 1. Ordinary Soil B. Mechnical means (i) Upto 3m depth

Well foundation : providing and construction temporary island 16 m diameter for construction of well foundation for 8m dia well complete as per clause 1203.2 of MORTH specification (A) Assuming depth of water 1.0 m and height of island to be 1.25 m.

Providing and laying of cutting edge of mild steel weighing 40 KG per meter for well foundation complete as per drawing and as per clause 1200 & 1900 of MORTH specification.

Plain/Reinforcement cement concrete in well foundation complete as per drawing and technical specification as per clause 1200, 1500 & 1700 of MORTH Specification (A) Well Curb (i) RCC M 25 grade case-I using concrete mixer

Plain/Reinforcement cement concrete in well foundation complete as per drawing and technical specification as per clause 1200, 1500 & 1700 of MORTH Specification (B) Well steining (i) RCC M 25 grade case-I using concrete mixer

Plain/Reinforcement cement concrete in well foundation complete as per drawing and technical specification as per clause 1200, 1500 & 1700 of MORTH Specification © Bottom plug (i) PCC M 25 grade case-I using concrete mixer

Plain/Reinforcement cement concrete in well foundation complete as per drawing and technical specification as per clause 1200, 1500 & 1700 of MORTH Specification (E) Top plug (i) PCC M 15 grade case-I using concrete mixer

Plain/Reinforcement cement concrete in well foundation complete as per drawing and technical specification as per clause 1200, 1500 & 1700 of MORTH Specification (C) well cap (ii) RCC M 25 grade case-I using concrete mixer

Sinking of 6m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per MORTH Section No.1200. Sandy soil . i) Dept. below bed level upto 3 m

Sinking of 6m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per MORTH Section No.1200. Sandy soil . i) Beyond 3 m upto 10 m depth.

Sinking of 6m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per MORTH Section No.1200. Sandy soil . iii) Additional depth 10 m upto 20 m depth

Sinking of 6m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per MORTH Section No.1200. Sandy soil . iii) Additional depth 20 m upto 30 m depth

Sinking of 7m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per MORTH Section No.1200. Sandy soil . i) Below B L upto 3.0 m

Sinking of 7m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per cl. No.1200. Sandy soil . i) Beyond 3.0 m upto 10 m

Sinking of 7m external diameter well through all type of soil (other than pneumatic method of shinking) complete as Drawing as per cl. No.1200. Sandy soil . iii) Additional depth 10.0 m upto 20.00 m

Sinking of 7m external diameter well through all type of soil (other than pneumatic method of shinking)complete as Drawing as per cl. No.1200. Sandy soil .iii) Additional depth 20.0 m upto 30.00 m

sand filling in well complete as per drawing and as per Technical specification as per MORTH section No.1207

Supplying , fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specification clause as per MORTH Section 1600.

Supplying, fitting and placing uncoated TMT bar reinforcement in substructure foundation complete as per drawing and Technical Specifications Clause 1600 & 2200

Providing and laying reinforcement cement concrete in superstructure as per drawing and technical specification as per clause 800,1205, 1205.5 A.With crushed stone ii.RCC M-35 Grade Case.I Using concrete Mixture For T Beam Girder and slab i.Height 5.0 m to Ch.10.00 m

Supplying, fitting and placing uncoated TMT bar reinforcement in super structure complete as per drawing and technical specification clause as per MORTH Section 1600.

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification Clause 800 and 1206.3. With crushed stone

Reinforced cement concrete approcah slab M 25 including reinforcement and formwork complete as per drawing and technical specification clause 800, 1211 A. With crushed stone i. Nominal Mix 1:2.5:5

Bored cast-in situ M 35 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lead and lift upto 1000 m as per MORTH section No.1100, 1600 & 1700,. Pile diameter =1000 m

Pile load test on single vertical pile in accordance with I:S 2911 (part-IV) as per technical specification of MORTH section No.1100, (A) Intitial load test

Cement concrete for reinforcement concrete in pile cap complete specification of MORTH section No.1100, 1500 & 1700 (A) RCC Grade M 25 case I Using concrete mixture

Leevelling course for pile cap :Providing and lying of PCC M-15 levelling course 100 mm rhick below the pile cap as per drawing and technical specification of MORTH section

Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clause 1600 with TATA make TMT reber

Plain/Reinforcement cement concrete in substructure complete as per drawing and technical specification as per clause 1500,1700,2200 RCC Grade M 25 a) Height upto 5.00 m. Case I Using concrete mixer

Supplying, fitting and placing TMT bar reinforcement in substructure as per drawing and Technical Specifications Clause 1002, 1005, 1010 1202.

Providing weep wholes in brick massonery/stone masonry, Plain/ reinforced concrete abutment, wingwall, return wall with 100 mm dia AC pipe through the full with of the structure in 1V:20 H slope towards drawing face complete as per Cl. 614, 709, 1204.

Supplying and fitting and fixing in position true to line and level elastomeric beraing conforming to IRC:83 (Pt-II) Section IX and Clause 2005 of MORTH Specification 1207.1

Providing and laying reinforcement cement concrete in superstructure as per drawing and technical specification as per clause 800,1205, 1205.5 A.With crushed stone ii.RCC M-35 Grade Case.I Using concrete Mixture For T Beam Girder and slab i.Height 5.0 m to Ch.10.00 m

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications Clause 1002, 1010 and 1202.

Construction of RCC railing of M-30 grade cost-in-site with 20mm nominal size aggregate, ture to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.

Drainage Spouts complete as per approved drawing and Technical Specification Clause 1209.

providing and laying strip seal Expansion joint to catering to max horizantal movement upto 70 mm ……the manufactures instructions for instralations.

Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. wire conforming to IS 280 and IS 4826 in 100 mm X 100 mm woven diagonally) including 10% extra for laps and joints with stone boulders weigthting not less than 25 kg technical specification Clause 130 40 KG each

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment as per drwaing technical specification. A. Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302

Routine maintenance after completion of construction work : For 1st Year

Routine maintenance after completion of construction work For II nd Year

Routine maintenance after completion of construction work For III rd Year

Routine maintenance after completion of construction work For IV th Year

Routine maintenance after completion of construction work For V th Year