Improvement of road from V.R.88 to Radhanagari Smashanbhumi Junipeth road V.R.152 at Radhanagari, Tal.Radhanagari, Dist.Kolhapur Ch.0/000 to 0/400

Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. Item / Page No : 23/77 Specification No : RD Spec. Page No : As Directed by Engineer In Charge

Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 60 milimetre metal, by breaking boulders. (Hand broken). Item / Page No : 56A / 346 Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements.

Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. Item / Page No : 29a / 24 Specification No : MORTH-408 Spec. Page No : 139-142

Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 40 milimetre metal, by breaking boulders. (Hand broken). Item / Page No : 57 / 346 Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements.

Supplying soft murum at the road site, including conveying and stacking, excetra complete. Item / Page No : 29b / 24 Specification No : MORTH-408 Spec. Page No : 139-142

Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge. Item / Page No : 58A / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge. Item / Page No : 58 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 24 Specification No : MORTH-408 Spec. Page No : 139-142

Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Item / Page No : 59 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Item / Page No : 61 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen) Item / Page No : 35a /31 Specification No : IRC-SP-20 Spec. Page No : 215

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) Item / Page No : 31 / 28 Specification No : MORTH-503 Spec. Page No : 168-170

Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface) Item / Page No : 12 / 36 Specification No : MORTH-501, 510, 511, 902, 903, 112 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21

Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete. Item / Page No : 1 / 32 Specification No : MORTH-511 Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Item / Page No : 31 / 25 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 24 Specification No : MORTH-408 Spec. Page No : 139-142

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 45 0Milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Item / Page No : 8/81 Specification No :CD.7 Page.No. 162 Spec. Page No : CD 7

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 2 / 153 Specification No : Bd.A.1 Spec. Page No : 259 Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete. Item / Page No : 38 / 157 Specification No : Bd.A.12 Spec. Page No : 264

Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND). Item / Page No : 1 / 175 Specification No : Bd.E.1 Spec. Page No : 287-288 Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.

Providing and laying in situ M-20 cement concrete of trap / granite / quartzite / gneiss metal with 15% plum of trap stones for foundation and bedding of retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete. Item / Page No : 26 / 326 Spec. One NumberBd. E. 5; Page One Number 67 / 2012

Providing and laying weep holes of 100 Milimetre diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Item / Page No : 37 / 132 Spec. MORT&H (5th Rev.) 2705, 2706

Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete. Item / Page No : 12a / 48 Specification No :MORTH 803.4 Spec. Page No :

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 Milimetre, 100 Milimetre and 102 +/- 2 Milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 Milimetre and height not less than 30+/- 2 Milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recoMilimetreendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Item / Page No : 09 / 47 Specification No :MORTH 804 Spec. Page No :

Add insurance 0.50% Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

Add G.S.T. 18% Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.

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