IMPROVEMENT SH-211 To CHATURWADI ROAD V.R.152 K.M NO.0/00 TO 1/00 TQ. AMBAJOGAI DIST. BEED

l) l) 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. D.I.NO.2.09 P.NO.23

2) Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. D.1.NO.2.18P.NO.24

Dismantling of flexible pavements and disposal of • dismantled måterials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. D.1.NO.3.18 P.NO.29

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 Il (Using Screening Type B (11.2 mm) Aggregate D.1.NO.3.20 P.NO.29

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @2 kg/sqm spreading 12mm size chips compaction with three wheel static roller haviing weight 8 to 10 MT to achive the desred degree of compation as per Technical Specification Clause 506 etc. complete. Inncluding picking of exstion WBM surface. (VG -30 bulk bitumen rates are considered to arrive ar rates D.I NO. 3.35 A P. NO.31

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/ 10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) D.1.NO.3.31 P.NO.30

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm (hickness 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 drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive atrates)D.1.NO.4.12P.NO.36

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) D.1.NO.4.01F.NO.35

Supplying hard murum/ kankar at the road site, including conveying and stacking complete c D.I.NO.2.29aP.NO.25

murum/ soft murrum/ gravel or kankar for side width complete.D.I.NO.2.30P.NO.25

I l)Compacting the hard murum side widths including • laying in layers on each side with vibratory roller including artificial watering etc. complete.D.I.NO.2.31 P.NO.25

Providing and fixing RCC 200 meter Stone in CC I :4:8 metre stones as per I.R.C. standard including fixing in standard size _ block including curing, painting lettering etc. complete. D.1.NO.6.02P.NO.46

Excavatiön for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) D I NO. 12.02 P NO.84

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. D I NO.21.40 P NO. 157

Providing and laying in situ / ready mix cement concrete of M-IO proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fincagreegates of required specifications (Natural sand / VS! sand finely washed etc ) D I NO. 1 1.02 PNO.81

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 D I NO.11.29 P NO.83

Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcemqnt) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications. (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)D I NO. 1 1.25 P NO.82

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.D I NO.26.33 P NO.233