IMPROVEMENT TO SHINDOLA YENAK SAKHARA JUGAD MDR- 79 ROAD IN KM 0/00 TO 8/000 TQ.WANI DIST YAVATMAL

Amount

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. [ Spec. No. : MORTH 201 & As directred by Engineer in Charge ]

Milling of Existing Bituminous Surface to specific depth of Bitumenous layer including disposal of removed material with all lifts and lead upto 1000 m etc complete. Using machine like writgen or equivalent. [ Spec. No. : MORTH 202 & As directred by Engineer in Charge ]

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. [ Spec. No. : MORTH 309 & As directred by Engineer in Charge ]

Watering and compacting of embankment formed of materials obtained from the road cutting from departmental land or other source within a lead of 50 m, after laying them in layers of 20 cm. to 30 cm. with 3% camber and design superelevation with power roller etc complete. [ Spec. No. : MORTH 305 & As directred by Engineer in Charge ]

Providing earthwork obtained from other source having CBR not less rhan 5 including all lifts, laying in layers of 20cm to 30cm breaking clods, dressing to the required lines, curves, grades and section, watering and compacting with power roller including conveying to an Av. lead of 12.00Km inclusive from the site of excavation to the site of deposition as directed. [ Spec. No. : MORTH 305 & As directred by Engineer in Charge ]

Providing, Laying, Spreading and compacting specified graded best available hard murum as sub-base course having P.I less than 6, including spreading in uniform layers on a prepared base and compacting with vibratory roller to achive the required compaction including supplying all materials, etc complete. [ Spec. No. : As directred by Engineer in Charge ] Km. No. 1

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 OMC, and compacting with vibratory roller to achieve the desir

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, 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, curing and including preparation of sub-grade surface if required etc. complete. [ Spec. No. : MORTH 601 & As directred by Engineer in Charge ] Km. No. 1

Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Speci- -fication 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 line and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @ 0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. [ Spec. No. : MORTH 602 & As directred by Engineer in Charge ] Km. No. 1

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. [ Spec. No. : MORTH 602.5 & As directred by Engineer in Charge ]

Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. [ Spec. No. : MORTH 602.6.5 & As directred by Engineer in Charge ]

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. [ Spec. No. : MORTH 602.6.4.2 & As directred by Engineer in Charge ]

Cutting transverse contraction joints 3 to 4 mm wide and depth 60 mm 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 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. [ Spec. No. : MORTH 602.6.3, 602.6.4 & As directred by Engineer in Charge ]

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 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. Contraction and longitudinal joints (15mm. deep x 8 mm.wide) [ Spec. No. : MORTH 602.6.3, 602.6.4 & As directred by Engineer in Charge ]

Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at 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. [ Spec. No. : MORTH 406 & As directred by Engineer in Charge ] KM. No. 1

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. [ Spec. No. : MORTH 502 & As directred by Engineer in Charge ] Km. No. 1

DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, 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 76-100 mm compacted thickness. USING Drum mix type hot mix plant with SCADA, Sensor Paver, vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)includig tack coat [ Spec. No. : MORTH 507 & As directred by Engineer in Charge ] Km. No. 1

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -- Bitumen of VG-30 grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) [ Spec. No. : MORTH 509 & As directred by Engineer in Charge ] Km. No. 1

Providing and fixing 200 metre stones as per I.R.C. standard including fixing in standard size C. C. 1:4:8 block including curing, painting lettering etc. complete. [ Spec. No. : MORTH 805 & As directred by Engineer in Charge ]

Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size C. C. 1:4:8 block including curing, painting lettering etc. complete. [ Spec. No. : MORTH 805 & As directred by Engineer in Charge ]

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 etc complete. [ Spec. No. : MORTH 803.4 & As directred by Engineer in Charge ]

Supplying and fixing of Molded Shank Raised Pavement Markers made of Polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing totl 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 MORT&H Circular No,RW/NH/33023/10-97-DO III Dt.11.6.1997.The height width and length shall not exceed 50 mm,100 mm and 102 +/- mm and with minimum reflective area of 13 sqcm on each side and 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 +/- 2 mm ) from the body is to be a minimum value of 500 Kgf.Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesiv as per manufacturer's reccommendation and complete as directed by the Engineer. [ Spec. No. : MORTH 806, 804 & As directred by Engineer in Charge ]

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 750 mm dia made out of 2 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 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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. 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. [ Spec. No. : MORTH 801 & As directred by Engineer in Charge ]

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 750mm made out of 2mm 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 grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. 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. [ Spec. No. : MORTH 801 & As directred by Engineer in Charge ]

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.90 Square Meter made out of 2.0mm 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 two 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. [ Spec. No. : MORTH 801 & As directred by Engineer in Charge ]

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area grearer than 0.90 Square Meter made out of 2.0mm 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 two 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. [ Spec. No. : MORTH 801 & As directred by Engineer in Charge ]

Providing and fixing including conveyance charges upto a distance of 200 Km. precast concrete post delinators, post of size 130 x 90 x 1300 milimetre consisting of 4 B.T. wires with 14,000 Kg/cm2 C.C. M-20 grade 16mm dia. hold fast, including excavation and C.C. 1:4:8 foundation block, oil painting post with 3 coats and Red fluorescent tape 75 x 75mm and white floursent border 20mm wide around the red tape on all the four sides with necessary adhesive and lamination etc. complete. [ Spec. No. : MORTH 806 & As directred by Engineer in Charge ]

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts, complete. [ Spec. No. : As directed by Engineer in Charge ]

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc complete. [ Spec. No. : As directed by Engineer in Charge ]

Removing NP-2 and NP-3 class pipes including stacking at road side as directed by the Engineer in charge etc complete. Upto 900mm dia. [ Spec. No. : As directed by Engineer in Charge ]

Removing NP-2 and NP-3 class pipes including stacking at road side as directed by the Engineer in charge etc complete. Upto 900mm dia. and above [ Spec. No. : As directed by Engineer in Charge ]

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 m. 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 m.) By Mechanical Means [ Spec. No. : Bd. A.1 Pg. No. 259 & as directed by Engineer in Charge ]

Providing soling using 80mm size trap metal in 15cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. [ Spec. No. : As directed by Engineer in Charge ] Km. No. 1

Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap metal in foundation including necessary form work, compacting and curing etc complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications ( with Natural sand etc ) [ Spec. No. : CD.3 Pg. No. 160 & as directed by Engineer in Charge ] Km. No. 1

Providing and laying in situ /Ready Mix cement concrete M-20 of trap metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) [ Spec. No. Bd.F.3 Page No. 298 and B.7, Page No.38 & As directed by Engineer in Charge ] Km. No. 1

Providing cast in situ / ready mix M-20 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/concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand etc ) [ Spec. No. : CD.8 Pg. No. 163 & as directed by Engineer in Charge ] Km. No. 1

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. [ Spec. No. : CD.7 Pg. No. 162 & as directed by Engineer in Charge ]

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. [ Spec. No. : CD.7 Pg. No. 162 & as directed by Engineer in Charge ]

Laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. [ Spec. No. : CD.7 Pg. No. 162 & as directed by Engineer in Charge ]

Providing and layig in situ cement concrete of M-10 proportion with trap metal in foundation including neccssary formwork, compaction and curing complete. [ Spec. No. : CD. 8 Pg. No. 163 & as directed by Engineer in Charge ] Km. No. 1

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. [ Spec. No. BR 3 Page No. 102 & As directed by Engineer in Charge ]

Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap metal for levelling course & 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) [ Spec. No. MORT and H 1700 and 2700 & As directed by Engineer in Charge ] Km. No. 1

Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . [ Spec. No. MORT&H (5th Rev.) 1700, 2304 & As directed by Engineer in Charge ] Km. No. 1

Providing and laying in situ / ready mix M-30 RCC of trap metal for RCC work of returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) [ Spec. No. : BR.50 Page No. 143 and B. 7, Page No.38 & as directed by Engineer in Charge ] Km. No. 1

Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. [ Spec. No. : BR. 35 Pg. No. 134 & As directred by Engineer in Charge ] Km. No. 1

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment, returns, wing walls etc. complete. [ Spec. No. : MORTH 2705/2706 & As directred by Engineer in Charge ]

D P Jain and Company Infrastructure Pvt Ltd

ABHI ENGINEERING CORPORATION PVT. LTD.

R K Chavan Infrastructure Pvt. Ltd.

J P ENTERPRISES

SRK INFRA