|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness including Cost, Conveyance and all taxes of labour and T&P required for the work etc. complete as per Direction of Engineer in charge. |
| 2 | Dismantling of RR Stone masonary work including T&P and scaffolding wherever necessary, sorting the dimantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metere. |
| 3 | Dismantling of existing structures (prestressed/RCC M-20 & above) like culverts, bridges, retaining walls and other structures, comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable materials and stacking the serviceable materials with all leads and lifts of 1000m as per clause no. 202 of MoRT&H specification and direction of the Engineer-in-charge |
| 4 | Scarifying the existing bituminous road surface to aRequired depthby mechanical means and disposal of scarified material within initial lifts and lead upto 100 mtr. away from the work site as per clause 305.4.3, 305.8,305.9.6,501.8.3.2,501.8.7.2,501.8.8.1 and section 900 ofspecification for Road and Bridge Work of MORT&H(5th revision) complete as per the direction of the Engineer-In-Charge. |
| 5 | Reworking and compacting the scarified surface with Stone screened Dust passing through 2.36 mm sieve and retained on 0.075 mm sieve to line and level as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 6 | Excavation for structuresin Hard soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | Excavation for structuresin all kinds ofsoil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 8 | Excavation for structuresin all kinds ofsoilincluding setting out construction of shoring and bracing , removal of stumps and other deleterious material , dressing of side slopes and bottom and backfilling in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 9 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-gradeas per approved drawing and technical specifications as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 10 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 11 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc completeas per Clause No.305 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 12 | 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 compacting to meet required density etc complete & including cost of all materials, labour, T&P, , royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 13 | Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 14 | Providing and applying tack coat on the prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 15 | Providing & laying 50 mm av. thick compacted Bituminous Macadam(Grading-II ) using 60/70 grade BitumenwithHot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 %by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 16 | Providing andlaying25 mm av. thick compacted Semi Dense Bituminous Concrete(Grading-II) using 60/70 grade Bitumen and crusher brokenhard granite aggregates of specified grading, premixed with bituminous binder @5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactionas per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 17 | Providing and laying Granular Sub-base of Grade-VI stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 18 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 19 | Providing Sand filling in foundation of structures as per approved drawing and technical specifications as per Section 300 &2100 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 20 | Fine dressing and turfing the road side slopes with compact grassincluding cost, conveyance, of materials,labour and T&P required for the work etc. complete in all respect as per the specification and direction of the Engineer-In-Charge. |
| 21 | Provision of an Reinforced cement concrete crash barrierat the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified |
| 22 | Supplying Fitting Fixing of R.C.C M-15 grade Boundary pillars of standard design as per IRC-25-1967 fixed in position including finishing and lettering but excluding painting including cost of all reinforcement material centering shuttering etc complete in all respect and as per direction of the Engineer-in-charge |
| 23 | Supplying Fitting Fixing of Barbed Wire fencingof standard designfixed in position including costmaterialetc complete in all respect and as per direction of the Engineer-in-charge |
| 24 | Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P, taxes, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 26 | a) 80x60 cm Rectangularsize. |
| 27 | b) 90 cm equilateral triangle Cautionary Sign boards |
| 28 | c) 90 cm Dia high octagon |
| 29 | d) 60cm Circular size. |
| 30 | e) 60x45 cm Hazard Marker |
| 31 | f) 1200 x 700 cm Informatory board |
| 32 | RCC M-15 grade kilometre stone of standard design as per IRC :8 - 1980, fixing in position including painting and printing etc a per clause 804 of MoRT &H specifications for Road & Bridge works( 5th rivision ) completein all respect and as per direction of the Engineer-in-charge |
| 33 | a. Providing and fixing of Hectometer stone i.e 200m stone |
| 34 | b. Ordinary Km stone. |
| 35 | Providing and fixing of R.C.C M-15 guard post of 1.0m height and of size 15cm External diameter at top and 25cm External diameterat bottom with base of 30cm x 30cm x 10 cm thick as per IRC Specifications for finished item of work as per Section 1500, 1600 & 1700 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision) |
| 36 | Providing P.C.C M-15 grade with 40mm and down grade black hard granite (crusherbroken) aggregateincluding hoisting and laying in open foundation/substructure of cutoff wall,rigid apron ,retainingwall,toe wall,drain,head wall of C.D. work or in places as shown in the drawing as per approved drawing & section 1500, 1700,2100,2200,2300 of MoSRT&H specification for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 37 | a. For Foundation (levelling coarse) |
| 38 | b. For Foundation with form work |
| 39 | Providing and layingReinforced cement concrete of grade M-25 infoundation, Sub-structure and super structure of CD work etc as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 40 | a. In Foundation |
| 41 | b.Sub-Structure |
| 42 | c. Super Structure |
| 43 | Steel reinforcement works in all work using HYSD (uncoated reinforcement bars of Fe-500 grade) as per approved Drawing & Technical Specifications and as per Section -1600 ofMoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyanceof materials, cost of labour, T&P etc complete. |
| 44 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 45 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 46 | Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate(45mm size)to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 47 | Providing and laying Metal spall backing in the rear side of abutment and wing wall using 5c, size hard granite metal to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface complete in all respect as per specification and design and as per direction of Engineer-in-Charge. |
| 48 | Providing weep holesin abutment and retaining wall of CD works etc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706)of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 49 | Providing R.C.C M-30 grade Wearing coat including steel as per approved drawing and technical specifications as per Section 1000, 1500, 1700 , 2200 & 2300 of MORT & H Specifications for Road & Bridge works (5th Revision) including cost of reinforcement in all respect and as per direction of the Engineer-in-charge. |
| 50 | Reinforced Cement Concrete M-20 complete as per Drawing and Technical Specifications. stone chips including hoisting and laying including cost, conveyance taxes of all materials, labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge |
| 51 | a)Sub-Structure (Drain Wall) |
| 52 | b) Super Structure (Drain Slab) |
| 53 | Removing all types of hume pipe upto including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 54 | Above 600 mm dia |
| 55 | Providing, laying and fixing in position reinforced cement concreteNP4 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 56 | a) 1000 mm F NP4 |
| 57 | Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete. |
| 58 | Filling Foundation & Plinth with excavated materials etc includingOH & T&P etc 2/3 rate of earthwork in excavation of Foundation etc complete as per specification anddirection of the Engineer-in-charge |
| 59 | Painting two coatswith enamel paint of approved quality and shade over concrete surface of approved quality at any elevation on kerb and guard posts etc including cost of painting , all materials, T&P required for the work completefor the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
