Improvements with Widening to Road Khandala Palashi Karad Kundal Sangli Ankali Road SH-142 KM 175/030 to 179/730 (Section Sangli S T stand to Ankali) Tal- Miraj, Dist- Sangli.

Amount

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 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.

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

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige 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.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at optimum moisture content 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 primer coat with bitumen emulsion on prepared surface of granualer base including clearing of road surface and spraying, primer at the rate of 0.60 killogram per square metre - using mechanical means

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 off unsuitable or excess stuff as directed all sorts of soils.

Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.

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

Proving and laying dense bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder specified Bitumen (Asphalt Grade 60/70) at the rate of 4.50 per cent by weight of total mix and filler, 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 density for 76 milimetre / 100 milimetre compacted thickness. - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler. (Using VG-30 bulk bitumen)

Providing and laying bituminous concrete using crushed aggregates of grading-I premixed with bituminous binder at the rate of 5.20 percent by weight of total mix and filler, 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 for 50 milimetre compacted thickness with VG-30 Bitumen (Asphalt Grade 60/70), excluding prime / tack coat. For Bitumen VG-30 bulk - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler, including waste plastic to be used in bituminous treatment as per Indian Road Congress Special Publication 98-2013 at the rate of 8 percent by weight of bitumen.

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)

Proving and laying bituminous macadam using crushed aggregates of grading-I 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 for 80 / 100 milimetre compacted thickness with 3.3 percent specified Bitumen (Asphalt Grade 60/70). - Using 80 tonnes per hour Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver,vibratory roller. (Using VG-30 bulk bitumen)

Providing and casting in situ or precast tapering reinforced cement concrete M-20 Mountable type kerb without gutter (as per Indian Road Congress : 86-1983) embedded 125 milimetre below ground level over M-10 plain cement concrete finished neatly with cement mortar 1:2, setting the same in cement mortar 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineer in-charge. Using concrete batching and mixing plant.

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) 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 etc) (using ARTIFICIAL SAND).

Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), 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 etc) (using ARTIFICIAL SAND).

Providing and cutting, bending, hooking, tieing and laying in position thermo mechnically treated FE-500 steel bars for reinforcement for reinforcement for all reinforced cement concrete works as per detailed drawings, excetra 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 excetra complete. - (Lift upto 1.5 metre) By Mechanical Means

Providing and laying in situ / ready mix / ready mix M-15 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand) (using ARTIFICIAL SAND).

Providing cast in situ / ready mix M-15 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with Natural / VSI standard Artificial Sand) (using ARTIFICIAL SAND).

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-4 of 1200 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND).

Providing cast in situ / ready mix block of M-10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) (using ARTIFICIAL SAND).

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND).

Providing and fixing streamlined M-20 grade reinforced cement concrete guard stone including mild steel bar reinforcement, excetra complete.

Providing and fixing reinforcement cement concrete 200 metre stones as per Indian Road Congress standard including fixing in standard size cement concrete 1:4:8 block including curing, painting, lettering, excetra completed.

Providing and fixing 1:2:4 ordinary kilometre stones as per Indian Road Congress standard including fixing in standard size cement concrete 1:4:8 block including curing, painting, lettering, excetra completed.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Abstrone Butadyne Styrine 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 accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number 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 recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer

Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15 centimetre, 10 centimetre and 10 centimetre respectively and thickness not less than 1.8 milimetre, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 Joules per metre at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70 percent of this value when subjected to accelerated weathering for 1000 hours as per ASTM G155 or UL746C.The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5 centimetre X 8.5 centimetre and with fully reflective micro prismatic cube corners as its retro-reflective elements as per Indian Road Congress 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, excetra The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

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.

Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 milimetre X 100 milimetre rectangular or 75 milimetre diameter Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress 79 and the drawings

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 milimetre diameter made out of 1.5 milimetre 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 number 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 milimetre X 65 milimetre X 6 milimetre, 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 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.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 milimetre made out of 3 milimetre aluminum Composite Material 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 number 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 milimetre X 65 milimetre X 6 milimetre, 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 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.

Providing and fixing road junction/ information sign boards of size 1.80 metre X 0.90 metre prepared 16 guage mild steel sheet on frame of M.S .angle of size 35 milimetre X 35 milimetre X 5 milimetre with cross bracing of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective transperent coat retaining 100 percent reflection including two angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre of 3.65 metre long inflated at bottom, drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long. Sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in- charge excetra complete. Mild Steel Board with Engineering Grade.

Providing and fixing road junction/ information sign boards of size 1.80 metre X 1.20 metre prepared 16 guage mild steel sheet on frame of size 40 milimetre X 40 milimetre X 5 milimetre with cross bracing of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100 percent reflection includingtwo angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-incharge excetra complete. Mild Steel Board with Engineering Grade.

Providing and fixing informatory sign boards in square or rectangular shape of any size for overhead gantries or alike made out of 3 milimetre aluminum composite panel bonded with Indian Road Congress specified colour of retro-reflective sheeting of Type XI Diamond Grade Sheeting (DG3) With ECF (Electronic Cutable Film) lettering having pressure sensitive / heat activated adhesive, Indian Road Congress specified colour retro-reflective cutout border and messages having pressure sensitive adhesive having border and messages in Indian Road Congress specified colour background including mild steel angle iron frame and bracing of size 35 milimetre X 35 milimetre X 5 milimetre and duly painted with flat oil paint including galvanised iron fixtures, excetra and fixing the boards. (The work to be executed with prior approval of Superintending Engineer.)

M/S Shivparvati Construction Sangli