CONSTRUCTION OF BT Road C C Road ODR To Hivra Kasarwadi Tilasmukh To Borkhed ODR-101 KM 11/500 TO 13/850

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.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Mechanical Means etc. complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density, By Mechanical Means Grading IX Grading II (Using Screening Type B (11.2 mm) Aggregate)

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm, stone metal layers 100% crusher broken metal with concical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT, to achive achive the the desired desired degree of compaction as per Technical Specification Clause 506 etc. complete. Induding picking of existing WBM surface. (VG-30 bulk rates are considered to arrive at rates)

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime /tack and Seal coat. For Bitumen of specified grade--USING Batch mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

Providing and applying tack coat on the prepared tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 Kilogram/10 Square Metre VG-30 bulk Bitumen rates are considered to arrive at rates)

Providing and laying of Type-B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade 0.68 Kg/Sqm., preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT, etc. complete, (VG-30 bulk bitumen rates are considered to arrive at rates)

Supplying soft murum at the road site, including conveying and stacking complete.

Spreading hard murum/soft murrum/ gravel or kankar for side width complete

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. MORTH 202

Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. D00mm dia, and abova etc. complete.

Excavation for roadway in earth, soll of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the exceveted materials with all lifts upto a lead of 50m, and spreading for embankment or stacking as directed. MORTH 301

Providing soling using ramming, watering etc. complete. mm size trap metal in 15 cm. layer Including filling volds with Crushed sand/grit, As directed by Engineer in charge.

Providing and laying Cast in situ/Ready Mix cement concrete in foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. CD.7 Page. No. 162

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA with CD 8 Page 163

Providing cast in situ / ready mix M20 grade cement concrete/quartzite/gneiss metal for 17 Providing and laying in situ / ready mix M-20 cement concrete of trap/granite/quartzite approach slab / Rigid pavement including compacting, finishing, curing etc, complete, (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan specifications (Natural sand/ VSI sand finely washed etc), cement 6.40 bags/cumt) patch mix plant (pan mixer) with SCADA with fine agreegates of required CD.15 Page.No. 168 and B.7. Page No. 38

Scarifying the existing granular road surface to a depth of 50 mm by manual means and disposal of scarified material within all lifts and leads upto 1000 metres.

Construction Of granular Sub-Base By Providind Close Graded Materiall Mixing of mixed Material to work site, 19 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Materi reading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - Plant Mix rk site, Method and Grading - I Material

Providing and laying In-situ M30 Grade unreinforced plain cement concrete pavement ete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to 15 383, using fine & coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement veta in cement Mortar 1:8 @ 0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-In-charge MORTH 602

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete Including subsequent widening of the groove 8 to 10 mm, wide at top having depth of 15 mm, as directed by Engineer Incharge.

Providing and fixing of retro-reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retorefictive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint & supported on one no. mild steel angle iron post 75 mm x 75 mm 3.5 mt long firmly fixed to the ground by means of property designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level level as per approved dr drawing The angle iron post sha shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternati hate black and white bands of 25 cm width including Gl fixures and transportation etc.complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. MORTH 801 all be duly painted

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