Providing and Constructing safety measures on NH- 160 starting from its junction with NH 65 near Phaltan Dahiwadi Mayani to Satara Sangli District Border NH 160 Section Km 43.090 to 126.090 IInd call

Amount

BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, 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 for 50 mm compacted thickness with specified grade of Bitumen,including tack coat at 2.5 kg/10 sqm using VG-30 bulk bitumen For Bitumen of specified grade VG30 USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. ( VG-40 bulk bitumen rates are considered to arrive at rates)-RA-01

Providing and fixing of retro-reflectorised informatory sign board rectangular / Square in shape having area greater than 0.9 square meter made out of 4 mm 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 retro reflective specified background, border and back side retro reflective symbols, letters, numerals, arrow as per IRC : 67 -2012 Table No 8.3, supported with back support frame 25 mm x 25 mm x 3 mm, duly painted on backside with two coats of grey stove enamel paint and supported on two no.mild steel angle iron post 75 mm x 75 mm x 6mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc. complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting- HIP ) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor / converto r issued for field performance including the screen printed area sand 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.

Providing and fixing sign boards of size 90 cm having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per M.O.T. specification No. 801 -3 (1993) white reflective background, lettering symbol bordering of black nonreflective paint including M.S. angle iron back frame of size 35 mm X 35 mm X 5mm & M.S. angle one post of 50 mm x 50mm x 5 mm size 3.45 metreincluding fixing M.S. angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per IRC - 67 -1977 conveying fixing in ground with C.C. 1:4:8 block of size 0.60 x 0.60 x 0.75 m, with 7 year guarantee for the sheeting etc. complete. Mild Steel Board with Engineering Grade

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface - Providing andlaying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

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 and shall support a load of 16000 kg tested in accordance to ASTMD4280 Type Hand complying to Specifications of Category A of MORTH Circular No RW / NH / 33023 / 10 -97 DOIII Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 102+/-2mm 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 mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the for satisfactory field performance including stipu-latedretroreflectance of the reflectingpanel, to the Engineer

Road Delineators : Supplying and installation of delineators (Roadway Indicators, Hazardmarkers, Object markers ) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia. confirming to I.R.C. 79 and the drawings

Metal Beam Crash Barrier -- Type - B, THRIE Metal Beam Crash Barrier (Providing and erecting a THRIE metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2m high, 1.15 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

Providing and laying of white pre-formed patterned pavement marking tapes, with pre-coated self-adhesive, having abrasion-resistant high refractive index microcrystalline ceramic beads bonded to a highly durable top coat, having a nominal thickness of 2.0 mm at pattern heights, meeting the requirements specified in ASTM D4505-12. The patterned surface shall have approximately 50% ± 15% of the surface area raised and presenting a near vertical face, angled from 0 degree to 60 degree, to traffic from any direction. All microcrystalline ceramic beads shall have a minimum index of refraction of 2.3 and 1.8 and ceramic beads shall show resistance to corrosion on exposure to a 1% solution of sulfuric acid. The applied marking surface to be level, uniform and free from streaks, cracks and holes. Markings shall have initial average skid resistance value of at least 45 BPN when tested according to ASTM E303 and meet the initial retro reflectance average values as measured in accordance with the stated testing procedures in the following table: Test Method (Description of conditions) Typical average initial coefficients of retroreflected luminance, RL ASTM E1710 (Dry Average) 500 mcd/m2/lux ASTM E2177 (Wet Recovery Average) 250 mcd/m2/lux ASTM E2832 (Wet Continuous Average) 250 mcd/m2/lux*Observation Angle = 1.05°, Entrance Angle = 88.8°

Providing railing of mild steel angle post 2.0 m center to center of section 75mmx75mmx10 mm orequivalentI/Csection of height 1.05 above bridge surface with minimum anchor length of 30 cm including holdfast of 25 mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cmx30cmx30 cm with three rows of 40 mm B class GI pipe provided at 30 cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete 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.

Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M.1:4 and rough cast treatment 12 mm thick in proportion 1:11/2:3 including scaffolding and fourteen days curing complete.

Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

Providing and laying in situ / ready mix M-25 plain cement concrete of trap granite /quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings 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 form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5..00 m in followinh manners b) Height upto 5 M. (With Batch Mix Plant) With fully automatic micro processor based PLC with SCADA enable with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) 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.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

Providing,cutting,bending,hooking,tying and laying in position TMT FE500 stee lbars forr einforcement for all RCC works as per detailed drawings etc. complete.

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of _4mm aluminum composite material 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting 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.

Providing & laying insitu cement concrete of M 15 proportion with trap /granite/quartzite/gneiss metal in foundation including necessary form work compacting ndcuring etc. complete with reversible Drum Type mixer with SCADA . with crushed sand.

Providing cast in situ/ready mix M20 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 typemixer/concrete batch mix plant (panmixer) with SCADA