Improvement and widening with C.D. Works to NH-361 to Bamani Phata Pimparkhed Marlegaon Koli Talani Amgavhan Shiur to District Broder Road SH-418 Km. 12/00 to 18/00 Tq. Hadgaon Dist. Nanded

Amount

Part - A (Work Portion)

ROAD WORK

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.

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)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at 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 - I Material

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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

Providing and laying in-situ M40 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 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 @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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

Providing and fixing in position TMT FE 500, 32 mm 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.

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. 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.

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .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.

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 mOne Metric Tonneo 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)

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.

Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 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, 330 mm long complete as per clause 810)""

Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm 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 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. (By Mechanical Means)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete.

Providing and fixing RCC 200 meter Stone as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.

Providing and fixing R.C.C. 5th Km. stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.

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 kg tested in accordance 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 mm, 100 mm and 102 +/- 2 mm 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+/- 2 mm) 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 retro-reflectance of the reflecting panel, to the Engineer.

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 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.

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 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 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 and erecting Overhead signs made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of Class C ( 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, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint.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.This item does not include the cost of structural steel work required for support system.

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.

Demarcation of Road boundry (ROW) including fixing the boundry stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides

Providing large flowering / shady trees It. 2 mtr. Diggin pit with size 0.9 m x 0.9 m x 0.9 m. removing and conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material upto a height of 030 m. and remaining height of 0.60 m. with fresh garden soil and manure in 3:1 proportion. Mixing soil and manure throughly well, levelling as directed, watering previous night, planting two to three year old minimum 2.0 Mtr. height healthy trees sapling as per specifications Maintaining till well established by watering, weeding, stirring of soil replacing of casualties etc. complete.

BUS SHELTER

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

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.\

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing 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 (Crushed sand VSI Grade)

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss 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 (Crushed sand VSI Grade)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).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 (Crushed sand VSI Grade)

Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). 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 (Crushed sand VSI Grade)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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 (Crushed sand VSI Grade)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. 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 second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete

Supplying, Installing, testing and commissioning solar street light pole comprising of 14W LED fitting, 12V 36Ah maintenance free lithium battery, nim. 75Wp SPV module, MS powder coated battery box weather proof, moounted on 75/80 mm dia. B-Grade GI pole of 6 m. height along with brackets, foundation, earthing and necessary accessories complete. Specification No. ESD-SOL-STL (with 5 year warrantee)

Providing sills of polished Kadappa stone 25mm to 30mm thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning etc. complete.

Providing and applying two coats of exterior weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE: For Item One Number 15 to 18 prior approval of Superintending Engineer will be necessary

Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete.

C.D. WORK

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. (By Mechanical Means)

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.

Providing & laying in situ 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 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 type mixer/ concrete batch mix plant (pan mixer) with SCADA

Providing cast in situ / ready mix block of M15 cement concrete with circular or other shaped opening for waterway including necessary formwork, 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 / VSI sand finely washed etc ), cement 4.05 bags/cumt)

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete.

BOX CULVERT 1 SPAN X 3 M. (5 NOS.)

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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. (By Mechanical Means)

Upto 1.50 mtr at Ch 2/150

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Above 1.50 mtr at Ch 2/150

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Dewatering on 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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Dewatering on 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 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix / ready mix M10 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)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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 (VSI sand finely washed etc) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix controlled grade of M30 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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 fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. 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 CM 1:3 curing complete. (With Concrete Mixer)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC 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 with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc) RCC work of Box returns

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC 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 with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc )

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying cement concrete wearing coat M30 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications (VSI sand finely washed etc)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC 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 with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Ballast walls & Kerb

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing flexible apron of 100 cm thick comprising of loose stone boulders weighing not less than 40Kilogrambeyond curtain wall etc. complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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)

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

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

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

BOX CULVERT 1 SPAN X 3 M. AT CH 12/500

BOX CULVERT 1 SPAN X 3 M. AT CH 13/050

BOX CULVERT 1 SPAN X 3 M. AT CH 13/200

BOX CULVERT 1 SPAN X 3 M. AT CH 13/400

BOX CULVERT 1 SPAN X 3 M. AT CH 13/950

Part - B (QC & Royalty Charges) is 1,69,34,861/-

A S DESAI INFRASTRUCTURE PVT LTD