Improvement To SH 209 To Jayakwadi Road VR-20 Tq Majalgaon Dist. Beed CH. Km. 0/000 To 1/500

Item No. 1 Excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (1.NO.12.02 - Ρ.ΝΟ.111)

Item No. 2 Providing and laying in situ cement concrete of M10 proportion with trap/ granite/quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer with SCADA with natural sand) (I.NO.24.01, Ρ.ΝΟ.217)

Item No3 Providing cast in situ 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 with SCADA with ndate [DCD IN 1130 D1101

Item No 4 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 an curing ots completo IDSD I No 11 161

Item No. 6 Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges UNO 228 PNO 262

Supplying hard murum / kankar at the road side including conveying and stacking etc. (1.NO.2.29a PNO 29

Spreading hard murum at the road sid etc. complete as directed by Engineer in charge I.N.O. 2 30-P NO 29

Compacting the hard murum kankar in layers of thickness upto 20 cm. with power roller including necessary, labour, materials and artificial watering etc. Complete as directed by Engineer in I.N.O 2.21 PNO 201

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 --Plant Mix Method and Grading - I Material ( I.NO.3.01, Ρ.ΝΟ. 26)

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 Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) (Ι.ΝΟ.3.20, Ρ.ΝΟ.34)

Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of specified grade @ 2Kilogram/Square Metre, spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kilogram Square Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) (

Item No. 13 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 drum mix type hot mix plant with SCADA, Paver and Vibratory roller( over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) (I.NO.4.12, P.NO.41

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) (I.NO.4.01, P.NO. 42 )

Excavation for catch/road side Water Gutter /Jungle gutter in all sorts of....strata to the specified section including stacking the excavated stuff etc. complete. (I.NO.2.18, Ρ.ΝΟ.27)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. I.N.O 21.40 P.NO 185

Providing and casting in situ cement concrete in M20 of trap/granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer.. With Naturalsand (INO 2410 P NO 211)