Strengthning, Upgradation And Improvement To Shway To Kajleshwar Mahagaon Loogaon To Shway Road Odr 47 Km 0/00 To 0/800 Tq Karanja Dist Washim

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

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.--Specification No--CD.1 Page.No. 159 -SSR 2022-23 I No11.01

Providing & laying in situ cement concrete of M 10 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 crushed sand .--Specification No-- -SSR 2022-23 I No11.03

Providing and laying in situ / ready mix M-20 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise with fine agreegates of required specifications ( VSI sand finely washed etc ) --Specification No--MORT&H (5th Rev.) 1700, 2204, 2304 -SSR 2022-23 I No17.47

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. --Specification No--BR.35 Page One Number 134 -SSR 2022-23 I No14.01

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

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

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 - III Material--Specification No--MORTH 401 -SSR 2022-23 I No3.03

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)