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| 1 | 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 | 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) |
| 3 | 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) |
| 4 | 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) |
| 5 | 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-II(b) GradingII |
| 6 | 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 |
| 7 | 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 Clause 502 |
| 8 | 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. |
| 9 | 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 --------- deptt.) ’Withhydratedlime/cementas filler(refer table 500-9 of MoSRT&H specification) for Grading I! (10 mm nominal size) |
| 10 | Providing Hump type speed breaker (BM) |
| 11 | Providing Hump type speed breaker (SDBC) |
| 12 | Reinforce cement concrete M15 grade kilometer stone/local stone ii) Ordinary kilometer stone |
| 13 | 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 |
| 14 | 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 |
| 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.iii) 60 cm circular |
| 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.iv) 800mm x 600mm rectangular |
| 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.vii) 900mm side octagon |
| 18 | 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. |
| 19 | Construction of H.P.Culvert 1000 mm dia NP-3 in Single rowExcavation 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 |
| 20 | 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 |
| 21 | Beeding of Pipe(ii) Type B(First Class beeding) Laying First Class Beeding on well compacted sand, moorum or approved granular materials |
| 22 | 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. |
| 23 | 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 (B)1000 mm dia |
