Development of Circulating area for the proposed new Sub Urban Railway Station between Mulund and Thane near Mental Hospital, Thane

Amount

PART : A : Circulating Area,Pavement and Road Developmentincl.Gutter,Nalla,Gardening,Maintenance. (Item 1 To 60) 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 and lead of 50m and spreading for embankment or stacking as directed.

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and lead of 50m and spreading for embankment or stacking as directed.

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and lead of 50m and spreading or stacking as directed.

Transportation of excavated material, earth, debris, dismantled material etc. including loading and unloading etc. complete. As directed by engineer in charge lead beyond 20 Kms.

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

Providing and laying wedge shear element layer (WSEL) 15 cm to 23 cm trap stone and filing void with kapchi/metal, supplying stone grit including spreading kapchi & stone grit compacting with vibratory roller including lead, royalti , cess and insurance, etc., complete. Spec. No. : As directed by Engineer- in- charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness as per approved drawing, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate 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.

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 laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate 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 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 @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.

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.

P/F UPVC pipe 40 mm dia.for the dowel bars including providing greese,sealing 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 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 fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps,raft,walls,retaining walls, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches, box drains,ducts 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 dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

Providing and laying concrete pipes of I.S. 458 2003 code of NP3 class of 300mm 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 constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.

Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm with VG-30 bulk Bitumen

D.B.M. (Stone Matrix)Providing and laying hot mix hot laid Dense Bituminous Macadm (SMA) Stone Matrix Asphalt 50/75 mm compacted thickness with 6.00 % to 6.5% bitumen content by weight of total mix on prepared surface with specified graded crusher aggregates for the base/binding course including loading of aggregates with F.E. Loadrer, heating of stone aggregates and bitumen and mixing, in modern drum mix type of hot mix planttransporting the hot mix etc. Complete. (reference MORTH 515)

A.C. (Stone Matrix)Providing and laying hot mix hot laid Buituminous Concrete (SMA) Stone Matrix Asphalt 50 mm compacted thickness with 6.00% to 6.5% bitumen content by weight of total mix on prepared surface with specified graded crusher aggregates for the base/binding course incluiding loading of aggregates with F.E.Loader, heating of stone aggregates and bitumen and mixing, in modern drum mix type of hot mix planttransporting the hot mix etc. Complete. (reference MORTH 515)

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 with all lifts

Excavation for foundation in hard 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 with all lifts

Excavation for foundation in earth, soils 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 with all lifts.

Excavation for foundation in hardrock, with all tools and plants, including removing the excavated material with all lead and lifts 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.

Excavation for foundation ( in marshy soil up to 3.00 meter depth) of structure as per drawing and technical specifications including setting out, construction of shoring , brushing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material etc. Complete. (In marshy soil up to 3.00 meter depth).

Providing and laying Cast in situ/Ready Mix cement concrete M 25 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, formwork ,cover blocks, laying/pumping, 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 natural sand/V.S.I. quality Artificial Sand

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing 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 natural sand/V.S.I. quality Artificial Sand

Providing and fixing R.C.C. M-30 of R.C.C. precast slabs as per detailed Precast designs and drawings,incl TMT tor steel,and 16 SWG sheet for periphery of precast slab etc. complete. With natural sand/V.S.I. quality Artificial Sand Size of Precast slab 1.50 m X 1.00 m X 0.125 m.th.

Providing and laying Cast in situ/Ready Mix cement concrete M 30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing 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 natural sand/V.S.I. quality Artificial Sand

Providing and laying weep holes of 100 mm diameter HDPE pipes IS Code 4984 1995 of 100 mm dia, PN6 as per drawing for abutment returns, return walls etc. Complete.

Prepairing Foothpath bed including Excavation,Soling,min th.230mm and C.C.M-20 min.th.100 mm for P.C.C.etc complete.

Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning,including antiskid treatment by flaming / torching etc. complete

Providing and fixing kerb stones medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade). The size of kerb line is as per drawing enclosed in Volume IV

Providing and Casting in situ C.C.M-25 grade kerbline. medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade).etc.complete.The size of kerb line is as per drawing enclosed in Volume IV

Providing laying & fixing Stone Paving of servicable stones available on site including sand cushion of 60 mm th including.dressing joints,filling joints with cement mortor 1:4 and GP2 grout ,curing …etc.as directed by Engineer - in - Charge.

Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.

Providing and fixing steel pipe railing of steel grade S.S.304 …etc As per detailed drawing or as directed by Engineer - in – Charge

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.

Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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 C ( Type XI Micro prismatic grade sheeting) shall have 10 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 Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 3mm aluminum composite material ( ACM) 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 greater than 0.9 square meter made out of 4mm aluminum composite material ( ACM) 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

Removing and replantation of trees including proper approval, medication, protection, shifting to the approved place, with proper excavation, laying of fertile soil, manure and also maintaining the same with regular manure and watering up to a period of 1 year from the date of shifting .as directed by Engineer - in - Charge. Diameter of Tree 12 inch to 24 inch

Removing and replantation of trees including proper approval, medication, protection, shifting to the approved place, with proper excavation, laying of fertile soil, manure and also maintaining the same with regular manure and watering up to a period of 1 year from the date of shifting .as directed by Engineer - in - Charge. Diameter of Tree 24 inch to 48 inch

Removing and replantation of trees including proper approval, medication, protection, shifting to the approved place, with proper excavation, laying of fertile soil, manure and also maintaining the same with regular manure and watering up to a period of 1 year from the date of shifting .as directed by Engineer - in - Charge. Diameter of Tree 48 inch to 72 inch

Removing and replantation of trees including proper approval, medication, protection, shifting to the approved place, with proper excavation, laying of fertile soil, manure and also maintaining the same with regular manure and watering up to a period of 1 year from the date of shifting .as directed by Engineer - in - Charge. Diameter of Tree 72 inch and Above

Drilling borewell upto 300 ft.with 5 Hp Submersible pump

Installing and assembling Drip irrigation system

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

Providing and laying concrete pipes of IS 458:2003 NP-3 class of 300mm 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 Labour and Machinary for dismentalling existing structures on construction site.Removing all debries ..etc.from site ………..as directed by Engineer - in - Charge. J.C.B.

Providing Labour and Machinary for dismentalling existing structures on construction site.Removing all debries ..etc.from site ………..as directed by Engineer - in - Charge. Dumper

Providing Labour and Machinary for dismentalling existing structures on construction site.Removing all debries ..etc.from site ………..as directed by Engineer - in - Charge. Labour (Heavy)

Providing and Fixing decorative Benches in Stainless Steel of grade S.S. 304 ...as directed by Engineer - in - Charge.

Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for Flot Concrete incl, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

PART : B : Compound Wall (Item No 61 To 67) Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, with all lifts including removing the excavated material up to a distance of 50 meters 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.

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

Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete M 30 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. columns as per detailed designs and drawing or as directed including 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 natural sand/V.S.I. quality Artificial Sand

Providing and laying Cast in situ/Ready Mix cement concrete M 30 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including 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 natural sand/V.S.I. quality Artificial Sand

Transportation of excavated material, earth, debris, dismantled material etc. including loading and unloading etc. complete as directed by engineer in in charge lead beyond 20 km

Compound Wall as shown in the drawing including C.C. M-30 for R.C.C. Columns, Providing RCC parapet with CC M30 of trap/ granite/ quartzite/ gneiss metal with cast in situ/precast panels ,flutes as per the detailed drawing including reinforcement, scaffolding, centering, formwork, compacting, finishing and curing etc. complete. Weep holes with 100mm diameter HDPE pipes of IS 4984 1996, PN6 extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. Providing and fabricating galvanised structural steel work as per drawing enclosed in volume IV, Providing and erecting galvanized concertina of 30cm dia. and Y type barbed wire fencing with seven rows of wire with 2.45 mm dia G.I. pipe with hot dip and G.I. coated hooks as per drawing supported on M.S. angle 50 x 50 x 6 mm at 3.0 mtr. c/c including fixing and fastening with wire, painting M.S. angles with one coat of red lead primer and two coat of oil paint etc. complete. The detail design of wall and foundation shall be prepared by contractor. The payment for design shall be included in quoted item rate. The below ground level shall be paid as per item no 1 to 6 from compound wall section.

PART : C : Water Supply (Item No 68 To 95 ) Excavation for foundation / pipe trenches by all means in Soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area including all lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc, complete.

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area including all lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 M beyond area and including all lifts, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259)

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc.complete. (Bd-A-9/261)

Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statutory duties and taxes levied by GOI & GOM, excluding GST in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work, unloading, stacking etc. completed as directed by Engineer in charges ( IS 1536/2001 for pipes and IS158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets. 200 mm dia

Supply of C. I. Mechanical Compression Collar Coupling (Popularly known as JiffyTM Collar Coupling ) suitable for C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS:8329 / 2000). complete with sealing rubber gasket of SBR,.C.I..Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. 200 mm dia

Supply of CI Mechanical joint Double Socket 22.50 bends as dimensionally described in Table-15 of IS-13382/1992 complete with sealing rubber gasket of SBR (Dimensionally described in IS-12820:1989) with cast iron follower gland mild steel nut bolts coated or otherwise protected from rusting and suitable for CI pipes. 200 mm dia

Supply of CI Mechanical joint Double Socket 45 deg bends as dimensionally described in Table-15 of IS-13382/1992 complete with sealing rubber gasket of SBR (Dimensionally described in IS-12820:1989) with cast iron follower gland mild steel nut bolts coated or otherwise protected from rusting and suitable for CI pipes. 200 mm dia

Supply of CI Mechanical joint Double Socket 90 deg bends as dimensionally described in Table-15 of IS-13382/1992 complete with sealing rubber gasket of SBR (Dimensionally described in IS-12820:1989) with cast iron follower gland mild steel nut bolts coated or otherwise protected from rusting and suitable for CI pipes. 200 mm dia

Supply of CI Mechanical joint All Socket Tees as dimensionally described in Table -18 of IS - 13382/1992 complete with sealing rubber gasket of S.B.R. (dimensionally described in IS-12820/1989) with cast iron follower gland and mild steel nut bolts coated or otherwise protected from rusting and suitable for C. I. pipes. 300x300x150 mm

Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece(Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS:8329 / 2000).The Tailpiece to be supplied complete with sealing rubber gasket of S.B.R,.C.I.. Follower Glands and M.S. Nut Bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, forwarding charges, including all statutory duties and taxes sucH levied by GoI and GoM excluding GST in all respect, loading, transportation and unloading at departmental store etc, complete as directed 200 mm dia

Providing double flange sluice valve PN -1 (Without bypass) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 200 mm dia

Making Cross Connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores). 200 mm dia

Lowering, Laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI/MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, etc. complete. 250 mm dia

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Transportation of excavated material, earth, debris, dismantled material etc. including loading and unloading etc. complete as directed by engineer in in charge lead beyond 20 km

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all statutory duties & taxes levied by GOI & GOM excluding GST, insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete. 50mm

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP's standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all statutory duties & taxes levied by GOI & GOM excluding GST, insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete. 100 mm dia

Providing & Laying dry trap/granite/quartzite/gneiss, rubble stone soling in 15cm to 20 cm thick layers including hand packing and compacting, royalty charges etc. complete.

Providing and laying in situ, M20 C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing, etc. complete.

Providing and construction of brick masonry chambers, including excavation, plaster of 1:4 internal with waterproof compound including size of chambers 1.20x1.20x1.20 mts as per drawings approved etc comp.

Providing welding set with generator completed as per specifications as required for wielding work approved by Engineer in charge, etc complete

Providing of concrete breaker …………etc comp.

lowering and laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 200 mm dia

Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed designs and drawings or as directed by Engineer-in -charge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete.

Manufacturing providing and supplying spirally welded /ERW/SAW/ Fabricated M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes welding on automatic welding machine and forming V edge on both ends of pipes including all statutory duties and taxes levied by GOI & GOM in all respect excluding GST, railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores / site, unloading, stacking, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). dia of pipe 250 mm(i.d.)Thickness of pipe 8.00 mm

lowering and laying in position to correct line and level including m.s.pipes with/without any out coating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. etc. completed as specified 5 to 8 mm thick up to 250 mm dia

Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, initial lead upto 5.0 km. etc. complete.

PART : D : Drainage (Item No 96 To 117) Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. 0.00 to 1.50 m

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, removing the excavated material up to a distance of 50 M beyond area and including all lifts, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. 0.00 to 1.50 m

Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 M beyond area and including all lifts, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. 1.50 to 3.00 m

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond area and including all lifts, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. 1.50 to 3.00 m

Timbering in trenches Open timbering in trenches of depth more than 1.5m for shoring and strutting including use of and waste of all necessary timber works including walling, struts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete.

Dewatering Dewatering the excavated trenches and pools of water in the building trenches/ pipelines, as well works by using pumps and other devices including disposing off water to safe distance as directed by engineer-in-charge( including cost of machinery, labour, fuel) etc complete

Providing and laying in situ cement concrete in proportion ---------- of trap metal for foundation and bedding, including bailing out water manually, formwork, compacting and curing For metal. For PCC - M-10

Providing and Laying Pipes as per IS code 458 2003 and 1S 458 respectively (RCC NP3 pipe) Providing ISI standard Sulphate resistant Cement RCC pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc complete. one rubber ring should be supplied with each full length socketed pipe, cost including in rates below Class NPIII 225 mm

Providing and Laying Pipes as per IS code 458 2003 and 1S 458 respectively (RCC NP3 pipe) Providing ISI standard Sulphate resistant Cement RCC pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc complete. one rubber ring should be supplied with each full length socketed pipe, cost including in rates below Class NPIII 300 mm

Lowering, laying and jointing in propper grade and alignment R.C.C pipes with collar joints in C.M 1:1 proportion or socketed R.c.C pipes with rubber joints (excluding cost of rubber ring or r.c C collar) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge 225 mm

Lowering, laying and jointing in propper grade and alignment R.C.C pipes with collar joints in C.M 1:1 proportion or socketed R.c.C pipes with rubber joints (excluding cost of rubber ring or r.c C collar) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge 300 mm

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard in 15 cm layers with all leads and lifts including consolidation, surcharging etc, complete

Transportation of excavated material, earth, debris, dismantled material etc. including loading and unloading etc. complete as directed by engineer in charge lead beyond 20 km. Carting away the excavated material for a lead beyond 20 km

Chambers and Manholes Providing and constructing Brick. Masonry chambers of 90 x 60 cm internal size with 15cm thick 1:3:6 proportion PCC bedding ,excluding excavation, B.B. masonry in C.M.1:5 proportion precast frame and cover etc .complete (Wall Thickness 0.23m for depth up to 1.2m)

Chambers and Manholes Providing and constructing on sewer, B.B masonry circular manhole concentric cone 1.2 m dia at bottom and 0.5 m dia at top and up to a depth of 2.0 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C.1:2:4 proportion, finishing channels in smooth rendering, providing C.I dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality SFRC frame and cover of 56 cm dia etc., complete as directed by engineer- in-charge.

rebate for every decrease in depth of 50 cm or part thereof (Since it is Rebate item Rate Should Be quoted negative)

Providing and constructing on sewer, B.B masonary circular manhole concentric cone 1.5 m dia at bottom and 0.5 m dia at top and upto a depth of 5.0 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C.C.1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality SFRC frame and cover of 56 cm dia etc., complete as directed by engineer- in-charge.

rebate for every decrease in depth of 50 cm or part thereof (Since it is Rebate item Rate Should Be quoted negative)

RCC Providing and laying insitu Cement concrete of trap/ granite/ quartize/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including bailing water manually, centering, formwork, compacting, finishing & curing (excluding steel reinforcement)For metal. in RCC M-20

Providing dry trap/rubble stone soling in 15 cm to 20 cm completed thickness, directed by engineer in -charge including maintenance of construction etc. complete.

Shifting of Temporary water supply lines Providing ,laying and fixing following dia. Class LA ISI Mark C.I./D. i. Pipes with screwed fittings suchc as sockets, elbows, bends, tees reducers, plugs, clamps, under ground or in vertical etc. complete. 80 mm dia ( CI Pipe )

Shifting of Temporary water supply lines Providing ,laying and fixing following dia. Class LA ISI Mark C.I./D. i. Pipes with screwed fittings suchc as sockets, elbows, bends, tees reducers, plugs, clamps, under ground or in vertical etc. complete. 100 mm dia ( DI Pipe )

PART : E : Retaining Wall (Item no 118 To 130 ) Excavation for foundation ( in marshy soil up to 3.00 meter depth) of structure as per drawing and technical specifications including setting out, construction of shoring , brushing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material etc. Complete. (In marshy soil up to 3.00 meter depth, including all lead.

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.)

Excavation for foundation in Hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m)

Excavation for foundation in Hard murum including removing the excavated material upto a 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 to 3.0m.)

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)

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

Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. 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 etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

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 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 Natural / VSI standard Artificial Sand) etc. complete. (excluding reinforcement). RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

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 Natural / VSI standard Artificial Sand)

Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter HDPE pipe of IS 4984 1995 NP6 extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.

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

Transportation of excavated material, earth, debris, dismantled material etc. including loading and unloading etc. complete as directed by engineer in charge lead beyond 20 KM

PART F- Watch and ward and daily cleaning Item no 131 To 133 ) Providing following Labour/Security personnel for maintenance of station area for two year including all ………..as directed by Engineer - in - Charge. Providing Security personnel in three shifts including one supervisor in two shift .The minimum security personnel shall be five per shift.

Providing cleaning manpower with handcart, brooms, consumable material in One shift .The minimum cleaning manpower with supervisor shall be Five per working day.(Cleaning includes all areas constructed such as deck, ramp, pedestrian ramp, roofing, footpath, parking area and remaining circulating area.) The break up and manpower is as below Male-2 Numbers Female-2 Numbers Mukadam-1 Number

Providing Supervisor for security & cleaning personnel as directed by Engineer-in-charge.

Part G : Miscellaneous (Item no 134 To 138) Providing & Fixing composite resin manhole cover and frame of approved brand with grade designation LD2.5T/ MD10T/EHD35T as per IS-1726 standard. Covers & frame shall have top abrasion resistant layer and permissible permanent set value of 2 mm after the application of 2/3 test load in five continuous applications as per IS-12592:2002. The load test shall be performed in fully equipped and NABL certified test lab with random batch test (2% of lot size) as per testing procedure stated in IS-12592:2002 standard, including testing, inspection of material sample and finished product in presence of Engineers (2 nos.) at Manufacture's work, etc. complete as specified and as directed by Engineer-in-Charge. (Load Test shall be as per guidelines of IS-1726 standard specifications). FRP Trench Cover 450 mm wide (Granite finish)(Load Capacity 2.50 ton) Size in mm 500 X 500

Providing & Fixing composite resin manhole cover and frame of approved brand with grade designation LD2.5T/ MD10T/HD20T/EHD35T as per IS-1726 standard. Covers & frame shall have top abrasion resistant layer and permissible permanent set value of 2 mm after the application of 2/3 test load in five continuous applications as per IS-12592:2002. The load test shall be performed in fully equipped and NABL certified test lab with random batch test (2% of lot size) as per testing procedure stated in IS-12592:2002 standard, including testing, inspection of material sample and finished product in presence of Engineers (2 nos.) at Manufacturer's work, etc. complete as specified and as directed by Engineer-in-Charge. (Load Test shall be as per guidelines of IS-1726 standard specifications). FRP Trench Cover 450 mm wide (Granite finish)(Load Capacity 25.00 ton) Size in mm 510 X 500

Providing & Fixing composite resin manhole cover and frame of approved brand with grade designation LD2.5T/ MD10T/EHD35T as per IS-1726 standard. Covers & frame shall have top abrasion resistant layer and permissible permanent set value of 2 mm after the application of 2/3 test load in five continuous applications as per IS-12592:2002. The load test shall be performed in fully equipped and NABL certified test lab with random batch test (2% of lot size) as per testing procedure stated in IS-12592:2002 standard, including testing, inspection of material sample and finished product in presence of Engineers (2 nos.) at Manufacture's work, etc. complete as specified and as directed by Engineer-in-Charge. (Load Test shall be as per guidelines of IS-1726 standard specifications). FRP Trench Cover 600 mm wide (Granite finish)(Load Capacity 2.50 ton) Size in mm 650 X 500

Providing & Fixing composite resin manhole cover and frame of approved brand with grade designation LD2.5T/ MD10T/EHD35T as per IS-1726 standard. Covers & frame shall have top abrasion resistant layer and permissible permanent set value of 2 mm after the application of 2/3 test load in five continuous applications as per IS-12592:2002. The load test shall be performed in fully equipped and NABL certified test lab with random batch test (2% of lot size) as per testing procedure stated in IS-12592:2002 standard, including testing, inspection of material sample and finished product in presence of Engineers (2 nos.) at Manufacture's work, etc. complete as specified and as directed by Engineer-in-Charge. (Load Test shall be as per guidelines of IS-1726 standard specifications). FRP Trench Cover 600 mm wide (Granite finish)(Load Capacity 25.00 ton) Size in mm 685 X 500

Providing & Fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading,unloading,transportation, all taxes,etc.completed as directed by Engineer - in - Charge. (20 tonnes capacity ) Size in mm 600 X 900

Watering and compacting of embankment formed of materials available on site with all lead , not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.

Providing and fixing steel barricade of 12 feet as per drawing enclosed in Annexure-6. This comprises excavation to required depth in all types of soil, 150mm soiling, 100mm M15 grade PCC and cast in situ M25 grade concrete wall with fixing of colour coated profile sheets of 0.6mm thickness and of size 3000x1000mm supported by vertical ISMC -100 @ 900mm c/c embedded in concrete wall; with horizontal connecting MS Square pipes of size 50x50x3mm- 4 no’s of fixed with bolts with bitumen washer to remove all pin holes. The profile sheet should over lap at one trough. Including cement paint on wall above ground level with two coats of enamel paint to MS Structural steel works as directed by Engineer In charge Etc complete.

Description of Work / Item(s)

Form C : - Design And Construction Of Elevated Deck with its Ramp, Electirification , Shifting of H. T. Cable , Provision For Pedestrion Ramp, Platform For Escalator and Flaring of up Ramp of Deck etc Complet as per scope of work define in the section I Volume - I

NCC LIMITED

Afcons Infrastructure Limited

Afcons Infrastructure Limited

NCC LIMITED