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| 1 | Description of Item (with brief specification and reference to book of specifications)1 ROAD MAINTENANCE |
| 2 | Embankment Construction with 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 requirement of table 300-2)As per Rate Analysis |
| 3 | Providing and laying stone 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 Clause no. 2504 complete in all respects as directed by Engineer. Stone/Boulder (NH SOR 2023-24It no.16.4A) |
| 4 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,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.) Mechanical Means (i) Depth upto 3 mNH SOR 2023-24, CH-12, It. 12.1 (B) (i) |
| 5 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.(A)PCC Grade M15 (NH SOR 2023-24It no.12.8 A - case II)) |
| 6 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.(E)RCC Grade M25 (NH SOR 2023-24It no.12.8 E - case II)) |
| 7 | Supplying,fitting and placing TMT bar Fe 500D reinforcement in sub-structure complete as per drawing and technical specifications.As per Rate Analysis |
| 8 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 (NH SOR 2023-24It no.16.8- A) |
| 9 | ApplyingEpoxymortaroverleachedhoneycombed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specifications Clause 2804 and as per approval of the Engineer. (NH SOR 2023-24It no. 17.8) |
| 10 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specificationGranular material (NH SOR 2023-24It no. 15.23) |
| 11 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification Sandy material (NH SOR 2023-24It no. 15.23) |
| 12 | Providing and laying reinforced cement concrete pipeNP4/prestressedconcretepipeof1000/1200mm diaforculvertsonfirstclassbeddingofgranular material including fixing collar with cement mortar 1:2, excavation, protection works, backfilling, concrete andmasonryworksinheadwallsandparapetsall complete: (Singal row)1200 mm dia (NH SOR 2023-24It no. 9.4) |
| 13 | Restoration of Rain Cuts (Restoration of rain cuts with soil,moorum,gravel or a mixture of these,clearing the loose soil,benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment,levels and slopes) (NH SORIt no. 10.1) |
| 14 | Scaffolding :providing, ercting and dismanting safe H frame and /pipe scaffolding including working platform for external area of bridge pier to facilitate all works etc. Completed, measurement for payment shall be consider as per detsiled specification will be paid per pier. (every 1 m extra height increase rate by 50 rupees/meter).rate upto 5.0 mt.R&B Design circle G\"nagar (GOG) approved rate. IT No- 6 |
| 15 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.NH SOR 2023-24, CH-17, It. 17.7 |
| 16 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/EpoxyNH SOR 2023-24, CH-17, It. 17.4 |
| 17 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)NH SOR 2023-24 Itm 2.3 iA |
| 18 | Providing, Laying and compacting Granular Sub Base(GSB)withapprovedmaterialscompleteas per TechnicalSpecificationsClause401conforming toGrade1Table400.1/400.2asperapprovalof Engineer-in-Charge.As per Rate Analysis |
| 19 | Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete asperTechnicalSpecificationsClauseno.406of MoRTHAs per Rate Analysis |
| 20 | Providing,layingandcompactingDenseGraded BituminousMacadamcompleteaspertechnical SpecificationClauseno.505includingtackcoatas per Technical Specifications Clause no.503 by VG 40 bitumen with 50 MM thicknessAs per Rate Analysis |
| 21 | Providing,layingandcompactingBituminous ConcreteaspertechnicalSpecificationClauseno. 507 including tack coat as per Technical Specifications Clause no. 503 by VG 40 bitumen with 30 MM thicknessAs per Rate Analysis |
| 22 | B.T. Surface Painting: Providing and applying surface painting on B.T. surface using bitumen emulsion at the rate of 10 kg / 10 sq.m. and flushing dust / sand at the rate of 0.06 cu.m. / 10 sq.m. as per MoRT&H specification.As per Rate Analysis |
| 23 | ROAD PROPERTY MAINTENANCE |
| 24 | White washing with lime on undecorated / decorated wall surface (two coats) to give an even shade including thoroughlybrooming the surface to remove all dirt, dust, mortar drops & otherforeign matter.As per RA |
| 25 | Painting two coats on kerbs with black & white / Yellow alternate bands as per drawing and technical specification. (NH SOR 2023-24 , It no.8.8) |
| 26 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th Kilometer stone.(NH SOR 2023-24 , It no.8.14) |
| 27 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)Ordinary Kilometer stone(NH SOR 2023-24 , It no.8.14) |
| 28 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (200m stone)(NH SOR 2023-24 , It no.8.14) |
| 29 | Direction and Place Identification signs with size morethan 0.9 sqm size board. (Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post 75 mm x 75mm x 6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (NH SOR 2023-24It no. 8.6) |
| 30 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)90 cm equilateral triangle (NH SORIt no. 8.4 (B)) |
| 31 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)60 cm circular (NH SORIt no. 8.4 (B)) |
| 32 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)80 mm x 60 mm rectangular (NH SORIt no. 8.4 (B)) |
| 33 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)90 mm x 75 mm rectangular (NH SORIt no. 8.4 (B)) |
| 34 | Type - B, \"THRIE\" : Metal Beam Crash Barrier (Providing and erecting a \"Thrie\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810) (NH SORIt no. 8.23 B) |
| 35 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by driling hole 30 mm upto a depth of 60 mm and bedded ina suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) (NH SOR 2023-24 It no. 8.35 ) |
| 36 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) includingcost of material, labours and all T&P as directed byengineer in charge(a) For tree up toperimeter 0.9 mt.(Up to 3\"-0)As Per Rate Analysis |
| 37 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) includingcost of material, labours and all T&P as directed byengineer in charge.(b)For tree perimeter from 0.9 to1.50 mt.(3\"-0 to 5\"-0)As Per Rate Analysis |
| 38 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) includingcost of material, labours and all T&P as directed byengineer in charge(c)For tree more than perimeter 1.5 mt.(Above 5\"-0)As Per Rate Analysis |
| 39 | Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc.As per RA |
| 40 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc.(NH SOR P.No. 2, P&M 12001) |
| 41 | Supplying labour per day at site of work for different type of work as directed (with tools and plants)As Per Rate Analysis |
| 42 | Providingandmarkingofhotappliedthermoplastic compound 5.0mm thick including reflectorising glass beads@250gms/sqmarea,thicknessof5.0mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35. The finished Surface to be level, uniform and free from streaks and holes complete in all respects. Thejobincludesmarkingofcentreline,shoulder line,edgeline,zebracrossingmarking,arrowsand dashesmarkingatthejunctionsasperTechnical SpecificationsClause803.4 completeinallrespect and as per approval of the Engineer-in-Charge.As per RA |
| 43 | Road Marking with hot applied thermoplastic compound with reflectoriseing glass beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compund 2.5 mm thick including reflectorising glass bead @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC :35. The finished surface to be level, uniform and free from streaks and holes.)NH SOR It No- 8.13 |
| 44 | SupplyingandinstallationofRoad Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and Yellow in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)The rate quoted is for the complete job as per Drawing and direction of Engineer. (NH SOR 2023-24It no. 8.15) |
