|
| 1 | Part \"A\" Road workClearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings & trees of girth upto 300mm, removal of stumps, disposal of unserviceable material & stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses |
| 3 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material withina lead of 1000m. [MoRTH Specification clause 202] Cement concerte plain 1:2:4 mix and precast cement concerte blocks. |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope & compacting to meet requirement of Tables 300.1 & 300.2 with a lead upto 1000 m as per Technical Specification Clause 301 to 305__do__with lead upto - 50mtr to 500 Mtr |
| 5 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts & lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar, boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper. |
| 6 | Crusher Run Macadam Base Providing crushed stone aggregate depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a vibratory roller to Clause 410 to form a layer of sub-base/base by mixing plant method With 55 mm maximum size of aggregates |
| 7 | Providing, laying, spreading & compacting crushed gradedstone agg. of as per table 400-10 & 400-11 to Wet Mix Macadam specificationincl.premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course onawellprepared under base & compacting with vibratory roller to achieve the desired density incl. lighting, guarding,barricading & mtc. of diversion etc. (MoRTH specification : Clause 406)bymechanicalmeans with all lead. |
| 8 | Providing & applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures incl. cleaning of road surface as per MoRTH specification CIause- 502,112 7.0-10.0 kg /10Sqm |
| 9 | Providing & applying tack coat with bitumen emulsion on the prepared surface incl. cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates & temperatures as per MoRTH specification CI. 503,112 \"On surface treated with primer 2.50 to3.0 kg /10sqm |
| 10 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead (b) with bitumen grade 60/70 (VG-30) |
| 11 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone as per table500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as perclause507.3.5)tothe required level, gradesandrollingwithvibratorycompactor and pneumatic tyred roller 150 - 250 KN,TP = 0.7 MPa, to achieve thedesired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material (a) with bitumen grade 60/70 (VG-30) |
| 12 | Part \"B\" C.C. Pavement work\"Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.Design mix grade M-30 |
| 14 | Part \"C\" Side Drain Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304]Hard soil mixed with kankarboulder etc.above 20% |
| 15 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 16 | Providing & layingPlaincement concrete mix with stone aggregate 20 mm nominal size mechnicallymixed & vibrated in foundationup toadepthof1.50 metresbelow ground level&/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed platesupto ground level excl. cost of steel reinforcement but incl. the cost of centering & shuttering |
| 17 | Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement |
| 18 | Providing and fixing of reinforced ferro-cement drain cover designedduly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc.. |
| 19 | Class \"AA\" loading1000 x 800 mm (150 mm thick) |
| 20 | Class \"B\" loading1000 x 800 mm (100 mm thick) |
| 21 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 |
| 22 | NP - 3- 300 mm dia |
| 23 | NP - 3 - 600 mm dia |
| 24 | Part \"D\" Road Furniture :S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) |
| 25 | 5th km stone |
| 26 | Ordinary km stone for NH |
| 27 | 200 Mts Stone |
| 28 | Boundary pillars |
| 29 | Supplyofcautionary / warningsignboard90cm equilateral triangle made out of 2.0 mm thickaluminumsheetfacetobe fully covered by white/blue high intensity grade retro reflective sheeting with Red / white symbol,cut out or screen printed background with epoxy paint complete confirming to MoRTH specificationsclause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long |
| 30 | SupplyofMandatory / Regulatoryretroreflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specificationsCIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long. |
| 31 | Supply of Retro-reflective sign boards size 1800x1200 mm made out of 2 mm thick aluminium sheet duly framed with 40 mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm diaM.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and 25 cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side retro-reflective high intensity and black non reflective letter in non reflective sheet. The standard letters and numbrals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specificationsclause. 801 Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black & white strips. |
| 32 | Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting & black reflective arrow, complete in all respect |
| 33 | SupplyofRetro - reflective Name Board size600 x 900 mm made out of 2mm thick aluminium sheetfixedonpost and frame made out or angle iron 50 x 50 x 6 mm, 3Mtr. long using stainlesssteelnutboltsof8 mmdia, aluminium sheet is coveredwithhighintensity grade Retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect.ConfirmingtoMoRTH specificationsclause. 801 |
| 34 | Providing & laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm & spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4 |
| 35 | Installation of sign boards having the posts like mandantory, cautionary and informatory boards incl. excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint incl. transportation etc. complete. |
| 36 | For single post |
| 37 | For double post |
| 38 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on Each side.Class A |
| 39 | Fixing of cat\"s eyes on road surface/walls includingtransportation,excavationetc. complete. |
| 40 | Part \"E\" C.D.Work \"Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring & shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth up to 3 meter |
| 41 | Providing & laying mechanically mixed & vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 42 | Providing & laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications |
| 43 | Size 1.50 M x 1.50 M |
| 44 | Size 1.0 M x 1.0 M |
| 45 | Providing &laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnicallymixed& vibrated in foundationup toadepth of 1.50 metresbelow ground leveland/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed platesupto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering |
| 46 | Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement |
