Strengthning, Upgradation And Improvement To Dhanaj To Meha Road Odr 49 Tq Karanja Dist Washim

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. --Specification No--MORTH 301 -SSR 2022-23 I No2.11

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.--Specification No-- -SSR 2022-23 I No2.29a

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete--Specification No-- -SSR 2022-23 I No2.3

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 I (Using Screening Type B (11.2 mm) Aggregate)--Specification No--MORTH 404 -SSR 2022-23 I No3.19

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 II (Using Screening Type B (11.2 mm) Aggregate)--Specification No--MORTH 404 -SSR 2022-23 I No3.2

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , 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 the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) --Specification No--IRC-SP-20, 2002 Clause No. 8.7.3 -SSR 2022-23 I No3.38a

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) 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 the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)--Specification No--IRC-SP-20, 2002 Clause No. 8.7.3 -SSR 2022-23 I No3.37a

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 MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)--Specification No--MORTH 510 -SSR 2022-23 I No4.12

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)--Specification No--MORTH 511 -SSR 2022-23 I No4.03

Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.--Specification No--MORTH 305 -SSR 2022-23 I No2.24

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. --Specification No--MORTH 309 -SSR 2022-23 I No2.18

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. --Specification No--MORTH 201 -SSR 2022-23 I No2.09

Construction of Granular Shoulder of 150 mm thick close graded material, conforming to Clause 401 of MORTH Specification and having soaked CBR not less than 30% , granular layer compacted to at least 98% of maximum dry density determied as per IS:2720 (Part 8), also the remaining specification conforming to Section 300 of MORTH. (Murum is not allowd). Constructed by MIx in place Method and grading etc. completed and as directred by Engineer Incharge (Rate Approved as per S.E. P.W. Circle Akola Lr. No. 657/ P.S.-2/2023 Dt. 31/01/2023)