Widening to Ekvira Devi paytha to karla Bhaje Lohgad to MDR 26 adjoining road (Dudhivari khind) MDR 25 Km. 0/00 to 2/200, Km. 5/500 to 14/400 Tal - Maval, Dist - Pune

Amount

Cutting down trees including trunks and branches with girths above 180 centimetre to 270 centimetre and stacking the material neatly with all lifts and lead of 1000 metre as directed and earth filling in the depression/pit if any.

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 from 1.5 metre) by Mechanical Means..

Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metre from the building area including dewatering and back filling with available earth soil/ murum watering, ramming etc. complete, (Lift upto 1.5 metre) by Mechanical Means.

Providing and laying in situ / ready mix cement concrete of Mix-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with reversible Drum Type mixer with Superwisery Control and Data Acquisition, with fine agreegates of required specifications ( VSI- Vertical Shaft Impact sand finely washed etc.)

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-4 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying in situ/ ready mix Mix-25 Reinforced cement concrete of trap/ granite/ quartzite/ gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/ pan mixer with fine agreegates of required specifications ( VSI- Vertical Shaft Impact sand finely washed etc.), (excluding dewatering by pump) for 14 days reinforced cement concrete Grade, with concrete mixer.

Providing and laying in situ /ready mix Mix-25 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solid piers, column 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 formwork, centering (excluding dewatering by means of pump) and including bailling out water and including cement mortar 1:3 curing complete (With Concrete Batch Mix Plant).

Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

Providing and laying in situ/ ready mix Mix-15 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 formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, with concrete Bactch Mix plant, with fine agreegates of required specifications ( VSI- Vertical Shaft Impact sand finely washed etc.)

Providing and laying plain in situ/ ready mix Mix-20 cement concrete of trap/ granite/ quartzite/ gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/ pan mixer with fine agreegates of required specifications ( VSI- Vertical Shaft Impact sand finely washed etc.), (excluding dewatering by pump) for 14 days reinforced cement concrete Grade, with concrete mixer.

Providing and filling Sand in Foundation Trenches as per Drawing and Technical Specification

Providing and laying in situ /ready mix Mix-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solid piers, column 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 formwork, centering (excluding dewatering by means of pump) and including bailling out water and including cement mortar 1:3 curing complete (With Concrete Batch Mix Plant).

Back filling behind abutment, wing wall and return wall by Granular Material as per drawings and technical specifications etc. complete.

Supplying hard murum at the road site including conveying and stacking complete.

Providing flexible apron 100 centimetre thick comprising of loose stone boulders weighing not less than 40 kilogram beyond curtain wall complete.

Picking the Black Top road surface including sectioning 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 and 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 earth work in embankment with approved materials obtained from other sources 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 and 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 and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 300 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Provoding and laying sqaure/rectangular type precast concrete inspection chamber frame and cover of specified diameter & thickness.

Providing and laying concrete pipe of Indian Standard Non Pressure class of 100 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 900 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 450 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.

Providing, laying and spreading soil on a prepared sub grade, pulver Indian Standard Institute ng, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader compacting with the road roller at Optimum Moisture Content to achieve the desired unconfined compressive strength and to form a layer of sub base/base.

Construction of granular sub-base by providing close graded Material,spreading in uniform layers with Motor Grader/ Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading I Material.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI- Vertical Shaft Impact grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, 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 and curing including preparation of sub-grade surface if required etc. complete.

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.

Providing and fixing in position Thermo Mechanically Treated, TMT FE-500,32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint 60 centimetre long and at 30.00 centimetre center to center wherever directed including handling, straightening, necessary cutting supported by HYSD (High Yield Strength Deformed) chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

Providing and fixing in position Thermo Mechanically Treated, TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD (High Yield Strength Deformed) chairs with proper alignment etc. complete.

Providing and laying in-situ Mix-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( Vertical Shaft Impact 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 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.

Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre 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 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge.

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS, British Standard : 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 mm.to 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)

Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement with maximum 20 percent Fly Ash (Fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( VSI- Vertical Shaft Impact 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 Concrete Batch Mix Plant as per approved mix design, admixtures, spreading, laying, compacting 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 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.

Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( VSI- Vertical Shaft Impact 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 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.

Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100 percent crushed sand.

Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Barrier type Kerb with gutter (as per Indian Road Congress, IRC:86-1983) embedded 125 milimetre below ground level over Mix-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 Engineering In-charge. Using Concrete Batching and Mixing Plant.

Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete Mix-30 Grade concrete with High Yield Strength Deformed Reinforcement conforming toIndian Road Congress:21 and dowel bars 25 milimetre diameter, 450 milimetre 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 & H 2013 Cl 811 Page No. 360.

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kilogram tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 to 70 degree celcius. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hertz. There should be current losses of less than 20 micro-amperes at 2.4 Volt in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 milimetre x 100 milimetre x 100 milimetre. Also the surface diameter of the marker shall not be less than 100 milimetre respectively. The weight of the marker shall not exceed 0.5 Kilograms. 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.

Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 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.

Providing and fixing sign boards of size 90 centimetre having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per metre O.T. specification No. 801-3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including Mild Steel angle iron back frame of size 35 milimetre x 35 milimetre x 5 milimetre and Mild Steel angle one post of 50 milimetre x 50 milimetre x 5 milimetre size 3.45 metre long duly painted with white and black bands including fixing Mild Steel angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per Indian Road Congress -67-1977 including conveying fixing in ground with cement concrete 1:4:8 block of size 0.60 x 0.60 x 0.75 metre, with 7 year guarantee for the sheeting etc. complete.

Providing and fixing Mandatory/ Regulatory sign board of c Indian Road Congress ular shape of size 60 centimetre diameter prepared on 16 gauge Mild Steel sheet including painting with zinc chromate stoving primer and two coats each of white back ground,red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol/ letters/ numerals/ border, coated with non pealable crystal clear protective transparent coat retaining percent relection including one number of Mild Steel Angle iron post of size 50 x 50 x 5 milimetre of 3.45 metre long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 centimetre fixing board and post with 2 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre x 60 centimetre x 75 centimetre size etc. complete.

Providing and fixing Road Junction/ Information sign boards of size 1.80 x 1.20 meter prepared on 16 guage Mild Steel sheet on frame of size 40 x 40 x 5 milimetre with cross bracing of size 35 x 35 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 percent reflection includingtwo angle iron post of size 65 x 65 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-in- charge etc. complete.

Providing and fixing in position Guard Railing as per Drawing Number 15 Type C, dated 20-4-79, with three rows of 40 milimetre diameter Galvanised Iron pipe 30 centimetre a part and fixed in Mild Steel channels of section 100 x 50 x 6 milimetre spaced 2.5 metre center to center 1:2:4 cement concrete bedding of size 45 x 30 x 30 centimetre as per detailed drawing, with three coats of approved of yellow and black paint including necessary excavation in any strata.

Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Mountable type Kerb without gutter (as per IRC:86-1983) embedded 125 milimetre below ground level over Mix-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 Engineering In-charge. Using Concrete Batching and Mixing Plant.

Ajwani Infrastructure Pvt. Ltd.