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| 1 | Road from NH-15(Madarguri) to madhabpur Duliapathar Road and NH-15 via Saralidup from Ch.0.00 m to 2040.00 m , (L=2.04 Km)Clearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal .not exceeding 150 mm in thickness by manual means A)In area non thorny jungle |
| 2 | Removing all types of Hume pipesand stacking within a lead of 1000m complete as per Technical Specification (B) above 600mm to 900.00mm dia.) |
| 3 | Utility shifting like Telephone Pole, Light Pole, Water line etc. |
| 4 | Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land (Qty.From Ann-I) |
| 5 | Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2 i)From private land(From Ann-I) |
| 6 | Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials(Annexure-I(a) |
| 7 | Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingII |
| 8 | Providing,laying,spreading and compacting stone aggt.of specific size to water bound meccadom(WBM)………………as per specification of MOST.clouse 405 A) By manual means (a) Hand broken metel from river bouldeAnnexure-I(b) GradingIII |
| 9 | Providing and applying primer coatwith bitumen emulsion (SS-1) on prepared surface ofgranularbaseincludingcleaningofroad surfaceandsprayingprimerattherateof 0.70-1.0 kg/sqm using mechanicalmeans as per Technical Specification. |
| 10 | Providingandapplying tack coat with Bitumen emulsion (RM)using emulsion distributorat the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrauiic broomas perTechnicalSpecificationClause 503. |
| 11 | Semi - Dense Bituminous Concrete: Providing andlayingsemidensebituminousconcrete with 100-120 TPH batch type HMP producing anaverageoutputof7Stonnesperhour usingcrushedaggregatesofspecified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transportingthe hot mix to work site, laying with a hydrostatic paverfinisherwithsensorcontroltothe reqd. grade, lavel and aIignment,rolIing with smoothwheeled,vibratoryandtandem rollers to achieve the desired compactionas perMoSRT&Hcl.no.508.completeinal respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materialsat site and laboratary as directed by the deptt.) ’Withhydratedlime/cementas filler(refer table 500-9 of MoSRT&H specification)for Grading I! (10 mm nominal size) |
| 12 | Providing Hump type speed breaker (BM) |
| 13 | Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone |
| 14 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. .... as per drawing Clause 1701 and Annexure 1700.1 |
| 15 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60 cm equilateral tringle |
| 16 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60 cm circular |
| 17 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular |
| 18 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting ----- fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (vii) 900mm side octagon |
| 19 | Providingandlayingofhotapplied thermoplasticcompound2.5 mm thick includingreflectorisingglassbeads@250 gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsas per IRC:35.The finishedsurface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification. |
| 20 | Providing and laying boulder apron laid in wire crates for bed protection with stone boulder of minimum size and weight as per table 1300.1 no fragment weighing not less than 25kg. laid dry complete as per drawing and technical specification clause 1301 |
| 21 | Excavation for structures :- E/W in excavation forstructures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50I. ordinary Soil (A) Manual means (i) Depth up to 3.00m |
| 22 | Providing concrete for plain/ reinforcedconcrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6) (I) PCC M10 |
| 23 | Beeding of Pipe(ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials |
| 24 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing & technical specifications. A. with crushed stone III.PCC M-20 grade (1:2:4) Hand mixed. |
| 25 | Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works |
