SOPD_G_19_20_39

Amount

Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed ( all members will be under custody of the contractor till taken over by the department.)

Labour for taking out old piles of the bidge and stacking them at suitable place as directed

Excavation for Structures: Earthwork in excavation for structuresas per drawings and technical specifications clause 305.1, including setting out, construction of shoring and bracing removal of stumps and other deleterious materials disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. I) in ordinary soil, With Dewatering i) upto 3 m depth

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- 1000 mm)

Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV) a) Initial load test

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Without plasticiser B. RCC grade M- 25 ( Using concrete mixer)

Levelling course for Pile cap

Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (C )With other make ISI marked TMT rebar

Providing an construction of temporary island to accommodatepile rig and other accessories including casting of pile cap, all completein depth of water up to 400 cm.

Providing and constructing one span service road to reach island location from one pier location to another pier location

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser F. RCC Grade M 25 i) Height upto 5.0m , Using Concrete mixure

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. (C )With other make ISI marked TMT rebar

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 foce. Complete as per drawing and Technical specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material

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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

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.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification B) RCC M 25 (Using Concrete mixure) II) For T- Beam and Slab 2) Height 5.0m to 10.0m

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications. (C )With other make ISI marked TMT rebar

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical specification

Strip Seal Expansion Joint (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 representativeensuring complianceto the manufacturer's instruction for installation).

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (C) With other ISI marked TMT grade rebar

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

SSI work : Carrying out boring to make 150mm bores using casing not less than 150mm internal dia for all types of soil including clayey, silt, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N=100) for collection of undisturbed/ disturbed samples, carrying out standerd Penetration Test (SPT) complete as per Appendix-2 of IRC 78-2000 as directed by the Deptt., including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, testing to be done as per relevent IRC/IS codes complete as per direction of the Deptt.

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Approach work Clearing and grubbing road lenth including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stamps of trees cut earlier and disposal of unserviciable materials and stacking of serviciable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness. By Manua Means (A) In area of non thorny jungle

Construction of Embankment with approved materials obtained from borrow pits, with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specifications Clause 301.5 (i) Private Land

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 (300-2) Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) for grading- II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ). (A) By Manual Means (ii) Grading- II (c ) Using Screening Type-B (11.2mm Agg.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ). (A) By Manual Means (iii) Grading- III (b ) Using Screening Type-B (11.2mm Agg.)

Prime coat Providing and applying primer coat with bitumen emulsion(CSS-1) on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical Specification Clause 502

Tack Coat Providing and applying tack coat with Bitumen emalsion (CRS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve aswearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. ( including carriage up to initial lead of 5.0km from quarry and carriage of mixed materials up to 10.0 Km initiallead from mixing plant )( Including cost of testing of materials at siteand laboratory as directed by the deptt.)

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fallusing Type A and B seal coats) ( including carriage up to initial lead of 5.0 km from quarry ) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

RCC guard post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4with broken stone aggregate up to 20mm size including centering, moulding the top. curing, paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (i) 15 cm dia with 4-12mmTor bar

SubWay Supplying and driving Azar/Nahar/Nageswar/Zarul piles 25cm to 30cm dia. Dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) a) With Pile engine. (i) Portion of Pile actually driven under ground.

Supplying and driving Azar/Nahar/Nageswar/Zarul piles 25cm to 30cm dia. Dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) a) With Pile engine. (ii) Portion of Pile remaining above ground.

Labour for scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed

Supply fitting & fixing 'U' shaped flat iron strap making 0.5m x 0.3m size from 150mm x 12mm size MS flat including providing 10 bolts holes aand fitting with 0.35m long 20mm dia MS bolts inclding fitting tightly with bearing beam, pile and R.S.J. beams etc. as directed by Department.

Supplying, fitting and fixing Sal Sawn timber beam and bearing beam rectangular in size fitted with M.S.cleats, straps etc.supplying spikes etc.as necessary and coaltering two(2)coats with best tar applied hot as directed (Rate is inclusive of cost of the required quantity of tar)

Labour for fitting and fixing old R.S.J.beams, C.I.saddle etc .in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing necessary bolts and nuts, painting two(2)costs complete(Tar-steel paint to be supplied by the contractor at his own cost) including carrying from PWD godown

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.)

b) In Trackway Planks (alternate nailing to be done in a staggered way).

EmbankmentConstructionwith Material Obtained from Borrow Pits (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 requirment of table 300-2( Including cost of testing of materials at site and laboratory as directed by the deptt.)

By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site andlaboratory as directed by the deptt.)

Ramawtar Agarwala

M/S B.K DAS

RCN Constructions Pvt Ltd