Improvement Road to Kalambwadi A to Kategaon VR 4 CH 0/00 TO 3/00 Tal Barshi

Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.

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.

Excavation for foundation in earth,soils of all types,sand,gravel,soft murum including shoring ang strutting, dewatering as necessary and disposing off excavated stuff as derected etc. complete By Mechanical Means 1.50m to 3m lift Add 10% SSR 2022-23 P.No 84/12.03

Providing and lying in situ/redy mix cement concrete of M-10 proportion with trap/granite/quarzite/gneiss metal in foundation including necessary from work,compacting and curing etc complete(with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc) SSR 2020-21,P.No 81/11.02

Providing cast in situ/redy mix M-10 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 bath mix plant (pan mixer) with SCADA with fine aggregates of required specifications (VSI sand finely washed etc),cement 4.40 bags/cumt SSR 2020-21 P.No 83/11.28

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class o900mm diametre in proper line,level and slope including providing and fixing collars in cement mortor 1:2 and curing etc complete.

Providing and lying in situ/redy mix cement concrete of M-20 proportion with trap/granite/quarzite/gneiss metal in foundation including necessary from work,compacting and curing etc complete(with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc) SSR 2020-21,P.No 81/11.02

Providing and constructing 50mm. 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 VG-30 @ 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 VG-10 at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) C)

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 SSR P. No.with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller .C )

Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using VG-30 bulk bitumen)