Balance work PKg No.AS.04-12

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

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

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 303.1

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. ( I ) 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

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510.

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 (i) 5th Km stone

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

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. A) 90 cm equilateral tringle

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. 50cmx60cm rectangular

Earth work in excavation structures as per drawing and technical clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavation suitable materials. 1. Ordinary Soil (i) Upto 3m depth

Removing of all type HP above 600 mm to 900 mm dia

Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T&P and scaffolding where ever necessary, sorting the dismantled material disposable of un servicable material and stacking the servicable material with all lifts and lead of 1000m as per technical specification as per MORTH Clause No.202. Cement concrete

Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T&P and scaffolding where ever necessary, sorting the dismantled material disposable of un servicable material and stacking the servicable material with all lifts and lead of 1000m as per technical specification as per MORTH Clause No.202. Cement mortar

PCC M 10 (1:3:6) in levelling course below open foundation of head wall as per drawing and technical specification C. 1109 (Nominal Mix 1:3:6)

Supplying NH3 standard pipe of 1200 dia

Type B First class bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii) Sand filling

Providing laying Reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular materils ……… and parapets 1200 mm dia.

Parviding and laying filter materials with granular crushed aggregate as per specification to a thickness of not less than 600 mm . Mcl. 1204.3.8

Filling of foundation trenches as per drawing and technical specification Cl. 305. 3.9 1. sand filling.

Providing laying Reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular materils in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary work in head wall amnd preapets clause 1106. 1000 mm dia.

Removing all type of Hume Pipes and stacking within a lead of 100 m , including earth work and dismantling of masonary work upto 600 m.

PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of head wall as per drawing and technical specification C. 1109 with crushed stone below open foundation

Stone masonary in cement mortor for sub-structure complete as per drawing and tech. spc. Cl.702, 704, 1202 & 1204 Coursed rubble masonary in 1:3

Dismantling of existing structure like culvert, bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T&P and scaffolding where ever necessary, sorting the dismantled material disposable of un servicable material and stacking the servicable material with all lifts and lead of 1000m as per technical specification as per MORTH Clause No.202.

Earth work in excavation for foundation of structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3m depth.

Board cast-in-situ M-35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift upto 1000m as per MORTH section No.1100 & 1700. 1000 mm

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. Initial load test

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. Lateral load test

Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specification of MORTH Section No.1100 1500 & 1700.

Providing and laying of PCC m-15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications Clause 1000 and 1202

Providing concrete for Plain/reinforcement in open foundation M 20 1:2:4 nominal Mix

Providing concrete for Plain/reinforcement in open foundation M 20 1:2:4 nominal Mix

Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification clause 802, 804, 806, 807 and 1204. RCC Grade M 25 (I) Height upto 5.00 m Case-I Using concrete Mixer

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and Technical Specifications Clause 1002, 1005, 1010 and 1202

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

Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 Pt.-II) Section ix and clause 2003 of MORTH Specifications complete including all accessories as per drawing and technical specifications as per MORTH Section 2000 , 2200

Back filling behind autment wing wall and return wall complete as per drawing and Technical specification 1204.3:8 (1) Granular materials

Providing weep wholes in brick massonery /stone measonry, Plain/reinforced concrete abutment, wing wall, 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, 1204.3.7.

Furnishing and placing reinforced/prestressed cement in superstructure as per drawing and technical specification Cl.1500, 1600 & 1700.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Cl.800, 1205 and 1205.5 A) With crushed stone. II RCC Garde M-25 Case-I Using concrete Mixed.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Cl.800, 1205 and 1205.5 A) With crushed stone. II RCC Garde M-30 in superstructure height upto 5 m.

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

Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and Technical Specifications Clause 1002, 1010 and 1202

Providing bituminous wearing coat comprising of 20 mm thick premix carpet with 5 mm thick premix carpet with 5 mm thick seal coat type B for culvert as per daring and technical specification Clause 1206.2 and 500

Construction of RCC railing of M-25 grade in cast in situ with 20 mm nominal size agreegates, true to line and grade, grade tolerance of vertical railing post not to exceed 1 in 500 center to center specing between vertical post not to exceed 2000 mm as per drawing and technical specification clauses 800, 900 , 1208.3

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

Reinforcement Cement concrete approach slab including reinforcement and form work complete as drawing and Technical Specification Clause 12011

Providing and laying buried expansion joint covered with 12 mm thick , 200 mm wide galvanised weldable structural steel plate as per IS:2062 placed symmetrical to centre line of the joint , resting freely over the top surface of the deck concrete welding of 8 mm dia 100 mm long galvanshed nails space 300 mm c/c along the centre line of plate as per technical specification clause 1207.2.3.

Filter Joint: Providing and fixing in position 20 mm thick premoulded joint filter in expansion joint for fixed ends of simply suported span, coverd sealant complete as per drawing and technical specification.

Providing and laying of boulder apron for bed protection with boulders of min size and weight as per table 1300.1 no fragment bweighing less then 25 kg laid dry complete as per drawing and technical specification Clause 1301.

Providing and laying of stone pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification.i) Stone Boulder

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

Construction of embankment (Core) with material obtained from borrow pits with a initial lead as per Technical Specification 300.1

Supplying and driven Azar/Nahar/Nageswar/Zarul pliles 25 cm to 30 cm dia dressed to heart wood including marking length every 30 cm meters coaltering two (2) coats with best tar applied hot (rate inclusive of the cost of the required quantity of tar) I. Portion of pile actually driven Under ground

Supplying and driven Azar/Nahar/Nageswar/Zarul pliles 25 cm to 30 cm dia dressed to heart wood including marking length every 30 cm meters coaltering two (2) coats with best tar applied hot (rate inclusive of the cost of the required quantity of tar) II. Portion of pile above ground

Supplying , fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (Rate is inclusive of coat of the required quantity of tar. (B) Using Azar of nahar of Nageswar or Zarul swan timber

Supplying fitting and fixing “U” shaped flat iron strap making 0.5m X 0.3 m size from 150mm X12mm size MS flat including providing 10 bolts holes and fittinf with 0.35 m long 20mm dia.MS bolts including fitting tightly with bearing beam, pile and RSJ beams etc. as directed by the Department.

labour for fitting and fixing RSJ beam old CI Saddle etc. in position including necessary scaffolding and fixing necessary bolt and nuts, painting two (2) coats complete (Tar-steel paints to be supplied by the contractor at his own costs.)

Azar or Nahar or Nageswar or Zarul or Sundi or Gamari wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts nails screws etc. and coal tarring two (2) coats with best tar applied hot. (Rate inclusive of the cost of the required quantity of tar). a) Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railing, runner belts, rail, post etc.

b) In track way planks (alternate nailing to be done with decking in a staggered way.)

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