Improvement to Pangardharwadi to SH 211 to Gondhalwadi Kasai Chincholi Road ODR 79 Km.14/500 to 15/400 Kasai Pati ODR 79 to Eklavya Aashramshala to VR 69 Yemgarwadi Road VR 188 Km.0/000 to 1/400 Tq.Tuljapur Dist. Dharashiv

Item No. 1 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. Add Spec : MORTH 309 SSR 2022-23 Sr.No. 92 Item No. 2.18 etc complete

Item No. 2 Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete Add Spec : As Directed by Engineer In Charge SSR 2022-23 Sr.No. 357 Item No. 8.17 etc complete

Item No. 3 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 Add Spec : MORTH 202 SSR 2022-23 Sr.No. 138 Item No. 3.28 etc complete

Item No. 4 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. Add Spec : MORTH 301 SSR 2022-23 Sr.No. 87 Item No. 2.11 etc complete

Item No. 5 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 A (13.2) mm Aggregate) Add Spec : MORTH 404 SSR 2022-23 Sr.No. 128 Item No. 3.18 etc complete

Item No. 6 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) Add Spec : MORTH 404 SSR 2022-23 Sr.No. 130 Item No. 3.2 etc complete

Item No. 7 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Add Spec : SSR 2022-23 Sr.No. 102 Item No. 2.29a etc complete

Item No. 8 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Add Spec : SSR 2022-23 Sr.No. 104 Item No. 2.3 etc complete

Item No. 9 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Add Spec : SSR 2022-23 Sr.No. 105 Item No. 2.31 etc complete

Item No. 10 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Add Spec : MORTH 601 SSR 2022-23 Sr.No. 181 Item No. 5.13 etc complete

Item No. 11 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. Add Spec : MORTH 602.5 SSR 2022-23 Sr.No. 187 Item No. 5.19 etc complete

Item No. 12 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Add Spec : MORTH 602 SSR 2022-23 Sr.No. 169 Item No. 5.01 etc complete

Item No. 13 Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Add Spec : MORTH 602.6.5 SSR 2022-23 Sr.No. 182 Item No. 5.14 etc complete

Item No. 14 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. Add Spec : MORTH 602.6.3 & 602.6.4 SSR 2022-23 Sr.No. 185 Item No. 5.17 etc complete

Item No. 15 Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) Add Spec : MORTH 602.6.3 & 602.6.4 SSR 2022-23 Sr.No. 186 Item No. 5.18 etc complete

Item No. 16 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 12 mm.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 picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) Add Spec : IRC-SP-20, 2002 Clause No. 8.7.3 SSR 2022-23 Sr.No. 145 Item No. 3.35a etc complete

Item No. 17 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) Add Spec : MORTH 503 SSR 2022-23 Sr.No. 141 Item No. 3.31 etc complete

Item No. 18 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) Add Spec : MORTH 510 SSR 2022-23 Sr.No. 167 Item No. 4.12 etc complete

Item No. 19 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) Add Spec : MORTH 511 SSR 2022-23 Sr.No. 160 Item No. 4.01 etc complete

Item No. 20 Providing and fixing RCC 200 meter Stone in metre stones as per I.R.C. standard including fixing in standard size CC 1:4:8 block including curing, painting lettering etc. complete. Add Spec : SSR 2022-23 Sr.No. Item No. 6.02 etc complete

Item No. 21 Providing and fixing Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 metre stones as per I.R.C. standard including fixing in standard size CC 1:4:8 block including curing, painting lettering etc. complete. Add Spec : SSR 2022-23 Sr.No. Item No. 6.02 etc complete

Item No. 22 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mm made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Add Spec : SSR 2022-23 Sr.No. Item No. 6.29a etc complete

Item No. 24 Charges for testing of material in vigilance & quality control laboratory For Metal (Sieve Analysis.) Rate As Per SSR 2023-24 Sr.No.3 Page No.2 etc complete

Item No. 25 Charges for testing of material in vigilance & quality control laboratory For Metal (Water Absorption, Specific Gravity. Impact Value Crushing Value.) Rate As Per SSR 2023-24 Sr.No.2 Page No.2 etc complete

Item No. 26 Charges for testing of material in vigilance & quality control laboratory For Murum Liquid limit & plastic Limit. Rate As Per SSR 2023-24 Sr.No.30 Page No.4 etc complete

Item No. 27 Charges for testing of material in vigilance & quality control laboratory For Murum Sieve Analysis. Rate As Per SSR 2023-24 Sr.No.29 Page No.4 etc complete

Item No. 28 Charges for testing of material in vigilance & quality control laboratory For Bitumen Penetration, Softening Point, Flash & Fire Point, Specific Rate As Per SSR 2025-26 Sr.No.41 Page No.4 etc complete

Item No. 29 Charges for testing of material in vigilance & quality control laboratory For Concrete (Concrete Mix Design (With all Tests on basic materials) Rate As Per SSR 2025-26 Sr.No.20 Page No.3 etc complete

Item No. 30 Charges for testing of material in vigilance & quality control laboratory For Concrete Compressive Strength OF C.C. Cube (Set of 3 cubes). Rate As Per SSR 2023-24 Sr.No.19 Page No.3 etc complete

Item No. 31 Royalty Charges b) For all other minerals Except Sand = Royalty + Surcharge (2%)+ Disst.Mineral Foundation Cess (10%) As per SSR 2022-23 Page No.5 Section V