Widening of four slab culverts and one H.P.Drain and providing crash barrier and retaining wall in Km.104/00 to 107/000 (Ghat Section) Trimbakeshwar, Maharashtra / Gujarat State Border Section of NH-160 A in the State of Maharashtra

Amount

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 metre lift Normal Rate

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 metre lift Normal Rate

Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. b) 1.50 metre to 3.00 metre lift, Add 10%

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 metre lift Normal Rate

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. b) 1.50 metre to 3.00 metre lift, Add 10%

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 metre lift Normal Rate

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. b) 1.50 metre to 3.00 metre lift, Add 10%

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. c) 3.00m to 4.50m lift, Add 20%

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50 metre lift Normal Rate

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. b) 1.50 metre to 3.00 metre lift, Add 10%

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. c) 3.00m to 4.50m lift, Add 20%

Providing and fixing 25 millimetre diameter steel anchor dowel in hard rock including drilling hole of 32 millimetre diameter up to 0.75 meters depth, placing the dowel in position and effectively grouting the hole with Cement Mortar 1:1 proportion etc. complete.

Dewatering on Brake Horse Power ( BHP ) basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 Brake Horse Power ( BHP ) pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Providing and laying in situ M 20 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 ) Programmable Logic Controller without SCADA enabled with reversible drum type mixer with natural sand)

Providing and filling annular space around footing in rock by using concrete of Mix 15 grade etc. complete.

Providing and laying in situ / ready mix M-20 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 following manners. (With Concrete Mixer)With fine agreegates of required specifications (Natural sand / ( VSI ) Vertical Shaft Impactor sand finely washed etc ). i) Height up to 5 m, normal rate.

Providing and laying weep holes of 100 millimetre diameter ( PVC ) Poly Venyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete.

Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in Cement Mortar 1:3 and curing etc complete ( Excluding reinforcement). With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Natural sand / ( VSI ) Vertical Shaft Impactor sand finely washed etc )

Providing and laying in situ / ready mix M - 30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based ( PLC ) Programmable Logic Controller without SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / ( VSI ) Vertical Shaft Impactor sand finely washed etc ). i) Height up to 5 m, normal rate.

Providing tar paper bearing including laying in proper position etc. complete

Providing expansion joints with 25 millimetre thick bituminous pad as per detailed drawings etc. complete.

Providing and laying in situ M 25 Reinforced Cement Concrete of trap / granite / quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based ( PLC ) Programmable Logic Controller without SCADA enabled with reversible drum type mixer with natural sand)

Providing, cutting, bending, hooking, tying and laying in position Thermo Mechnical Treatment FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 millimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.

Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete M 30 Grade concrete with High Yeild Strengthened Deformed reinforcement conforming to Indian Road Congress : 21 and dowel bars 25 millimetre diameter, 450 millimetre long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360

Providing 100 millimetre diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface / kerb etc. complete

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land)

Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in ground with white washing etc.complete.

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 etc. complete. (Lift upto 1.5 metre) By Mechanical Means

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 etc. complete. ( Lift upto 1.50 metre ) By Mechanical Means

Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, 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 etc. complete. ( Lift upto 1.5 metre ) By Mechanical Means

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete ( lift upto 1.5 metre ) By Mechanical Means

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means

Providing and laying in situ / ready mix 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 without SCADA with fine agreegates of required specifications (Natural sand / ( VSI ) Vertical Shaft Impactor sand finely washed etc )

Providing cast in situ M 15 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 without SCADA with natural sand,)

Providing and laying cement concrete pipe of Indian Standard 458:2003 Non Pressure (NP)-4 class of 900 millimetre diameter in proper line, level and slope etc. complete.

Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) without SCADA with fine agreegates of required specifications (Natural sand / ( VSI ) Vertical Shaft Impactor sand finely washed etc ).

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. By Manual Means. (with prior permission of S.E.)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content (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

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at Optimum Moisture Content (OMC) in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader / Paver.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on Black Topped surface 2.5 kilogram / 10 square metre. (VG-10 bulk bitumen rates are considered to arrive at rates)

DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading II, premixed with bituminous binder of specified grade of Bitumen @ 4.50 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 density for 50 -75 mm compacted thickness .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)

BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading II, 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 40 millimetre compacted thickness with specified grade of Bitumen, Excluding prime / tack coat. For Bitumen of specified grade -- 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)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 millimetre thick including reflectorizing glass beads @ 250 grams per squaremetre area, thickness of 2.5 millimetre 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

Supplying hard murum/ kankar at the road site, including conveying and stacking complete and Spreading hard murum / gravel or kankar for side width complete

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

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

Providing and fixing Cautionary / Warning sign boards in Equilateral Triangle size of 900 millimetre made out of 2 millimetre 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 Indian Roads Congress : 67 - 2012 Table No 8.3 Supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including Galvanised Iron fixtures etc; fixing the boards in Mix 25 grade concrete block of size 60 centimetre X 60 centimetre X 75 centimetre 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. 900 millimetre out of 2 millimetre aluminum sheet

Providing and fixing of retro- reflectorised informatory sign board rectangular / Square in shape having area greater than 0.9 square meter made out of 2 millimetre 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 Indian Roads Congress : 67 - 2012 Table No 8.3, supported with back support frame 25 millimetre x 25 millimetre x 3 millimetre, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with Mix 25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre 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 centimetre width including Galvanised Iron 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. 2 millimetre aluminum sheet Class B

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 kilogram tested in a Cement Concreteordance 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 millimetre, 100 millimetre and 102 +/- 2 millimetre and with minimum reflective area of 13 Square centimetre 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 millimetre and height not less than 30+/- 2 millimetre ) from the body is to be a minimum value of 500 Kilogram 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 recommendation 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

Royalty Charges as per Revenue and Forest Department's notification dated 11 / 05 / 2015 as Maharashtra Minor Mineral Extraction Rules, 2015 and as per insruction in general notes on SSR 2019 - 20 vide Section A - ( iv - v ) on Page 3 of P.W. Sanctioned schedule of rates for all District of Maharashtra State for the year 2019 - 20 for items of SAND, gravel, etc. Spec. No.: As directed by Engineer-in-charge.

Royalty Charges as per Revenue and Forest Department's notification dated 11 / 05 / 2015 as Maharashtra Minor Mineral Extraction Rules, 2015 and as per insruction in general notes on SSR 2019 - 20 vide Section A - ( iv - v ) on Page 3 of P.W. Sanctioned schedule of rates for all District of Maharashtra State for the year 2019 - 20 for items of lime stone, lime shell, stones, rubble, shingles, murum, and ordinary clay, ordinary earth (to be used for embankment and filling), slate and shell etc. Spec. No.: As directed by Engineer-in-charge.

Quality control charges for the Material Testing Charges on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle of the SSR for the year 2019 - 20

Pawar Patkar Constructions Pvt.Ltd.

BP Sangle Constructions Pvt. Ltd.

Anand Construwell Pvt. Ltd.