Directorate Of Municipal Administration Tender

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

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 . (withfully automatic micro Processor based PLC with SCADA enabled with reversible drum type mixer /Concrete batchmix plant (panmixer) with natural

Providing and laying cement concrete pipe of IS 458:2003 NP-2 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 constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete

Transporting the materials from the site to the site of deposition as directed. (Trasnportation for 5 km.)

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

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

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

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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - Plant Mix Method and Grading - II Material.

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 fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

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.

Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary Refilling with 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 (excluding reinforcement) with coarsen and fine aggregate Using V.S.I.Quality Artifitial Sand 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 fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 80 MM thick in M-40 grade of approved size and shape for City streets ,small/medium market roads, low volume roads, utility cuts on arterial roads etc. as specified and as per IS15658:2006 including cos to fall materials, manufacturing , curing, transportatio no fblocks to works it eincluding loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of naturals and /crushed sand of 50mm thickness including necessary excavation in all stratas, spreading blindgeoffines and over the prepared bed, compacting blocks by plate vibrator etc. complete.

Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per Square Metre area,thickness of 2.5mm 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.

Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection o the lightentering the lens face and shall suppor ta load of 16000 kg tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Categ or A of MORTH Circular No RW/NH/33023/10-97 DOIII Dt 11.06 .1997 .The height,width and length shall not exceed 50mm,100mm and102+/-2mm and with minimum reflective area of 13Sqcm one ach side and thes lope to the bases hall be 35+/-5 degree.The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kg .Fixing will be by drilling holes on the road for the shanks to go inside,without nail sand using epoxy resin based adhesive as per manufacturer's recommendation and comple teas 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 fixing Mandatory /Regulatory sign boards in circular shape of 600 mm dia made out of 1.5 mm aluminum sheet bonded with white retroreflective sheeting of ClassB (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 No8 .3S upported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stovee namel paint and supported on one Number of M.S. angle iron post of size 65mmX65mmX6mm, 3.45m 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 60cmX60cmX75cm including transportation etc; complete .ClassB( TypeIV High intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authorised distributor /convert or issued for field performance including the screen printed areas and cut-outs heeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mmm ade out of 3 mm aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive/ heat activated adhesive retoreflective specified background,border and backside retoreflctive symbols , letters,numerals ,arrowasperIRC:67-2012 Table No8 .3Supported with back support frame 25mmx25mmx3mm, duly painted on back side with grey stovee namel paint and supported on one Number of M.S .angle iron post of size 65mmX 65mmX 6mm, 3.45m long, duly painted with with flat oil paint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75 cm including transportation etc; complete . ClassB (TypeIVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7years written warranty from the manufacturer and authorised distributor /convertorissued for field performance including the screen printedareas and cut-outs heeting and cut-out durable transparent overlay filmandthis warranty certificate in original should be submitted to the Engineer incharge by the contractor /supplier .

Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2component cold plastic profile dmaterial to give total width of 500mm and height of 10mm. Ramp provide give width of 145mm, width of ribs to be 55 mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm /Square Metre .The finished surface to be levelled ,unifor mand free from streaks and holes ,tobe applied on the edge lines , including surface cleaning and cost of all materials etc. complete

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation , and labour etc complete . Spec .No.As directed by Engineer in Charge

Raising of Manhole 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 , striking joints on unexposed exposed faces and watering etc.faces, raking out joints on

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or bricks ur faces,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 15mm thick in cement mortar 1:4 using water proofing compound at 1Kilogram per cement bag curing the same for not less than 2days and keeping the surface of the base coat rough to receie the sand faced treat ment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete.

Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete.

R.C.C Drain Dismantling the R.C.C.Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead 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 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 . (withfully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer/concrete batchmix plant (panmixer)with natural /artifical 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 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

Providind cutting bending hooking tying and laying in position TMT Fe 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed

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

Garden Work Excavation pit size 0.60 x 0.60 x 0.60m for planting small & medium ornamental plants/ large flowering/ shady trees (plant height 1 to 2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs.

Supplying on site fresh Garden soil (i. e. 3 part soil ) (free from stones rubbish like dried grass roots, other such materials) for excavated pit size area of 0.60 x 0.60 x 0.60m ( consolidated thickness).Quantity of soil 0.141 cum x 800/cum = 112.80/-

Supplying on site well decomposed Farm Yard Manure FYM (i. e. 1 part FYM) for excavated pit size area of 0.60 x 0.60 x 0.60m (consolidated thickness).Quantity of FYM 0.044 cum x 950/cum = 41.80/-

Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species as directed etc. complete for required pit size 0.60 x 0.60 x 0.60m.

Flowering Trees Specification :- Minimum Girth 2 to 3 c.m. Minimum 4 to 5 Branches with Maximum number of Leaves,Plant should be Healthy condition Free from pest and diseases,well seteled in appropriate size of Plybag,uniform in size and root system are undamaged 9- Nilmohar

Flowering Trees Specification :- Minimum Girth 2 to 3 c.m. Minimum 4 to 5 Branches with Maximum number of Leaves,Plant should be Healthy condition Free from pest and diseases,well seteled in appropriate size of Plybag,uniform in size and root system are undamaged 15- Tabebuia

Fixing and Transporting of self watering system tree guard-insertion of sapling in self watering tree guard and capping the bottom with expandable rubber seal. Supporting the bamboo with the help of cable tie. Bamboo to be buried 0.15 mt ht. below of excavated pit. Strengthening the bamboo in pit with adequate measures. Circulating the barbed wire around tree guard at middle ht. from bottom and fixing it. Thr rates excluding the cost of barbed wire, bamboo, expandable seal, tree guard and all other required material. Fixing to be carried out as per manual instruction

Providing, laying and fixing P.V.C. pipe of 50mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

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) By Mechanical Means

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 to 3.0 m) By Mechanical Means

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

Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 20 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360