Directorate Of Municipal Administration Tender

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 - II Material (SSR ITEM NO ; 3.02 )

Providing selected hard murum filling including laying in layersof 15to20 cm with watering and compacting etc. complete. (SSR ITEM NO : 11.24 )

Providing and laying Castinsitu/ReadyMix cement concretein M-10 oftrap / granite/ quartzite/ gneiss metal for foundation and bedding including bailing out waSter,Steel centering ,formwork ,laying/pumping,compacting,roughening them if special finishis to be provided,finishing if required and curing complete,with fully automatic microprocessor based PLC with SCADA enabled reversible DrumTypemixer/concrete Batch mixp lant(Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade (SSR ITEM NO ; 24.01 )

Providing and laying in-situ M-30 Grade (RMC Required )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 IS383,using fine and coarse aggregates combined gradation as per Table600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design,admixtures,spreading,laying compacting and finished in a continuous operation without paver machine,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@0.6 m X 0.6 m centre to centre,admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curingperiodbyanyother method approved by Engineer-in-charge (SSR ITEM NO :-5.04)

Cutting Transverse Contraction Joints 3to4 mm wide and depth 60mm.. in concrete slab using concrete cutting machine with diamond studdedsaw with in 48 hours of casting of bay/slabetc.complete including subsequent widening of the groove 8to10mm.wide at top having depth of 15 mm. as directed by Engineer incharge (SSR ITEM NO :-5.17)

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) (SSR ITEM NO :-5.18)

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 up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, 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. Class B (Type IV High intensity micro-prismatic grade sheeting- HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.(SSR ITEM NO :-53.84)

Pipe Drain

Excavation for foundation in earth,soil of all types,sand,gravel and soft murum,including removing the excavated material up to a distance of50m .beyond the building area and stacking and spreading as directed, dewatering ,preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and struttingetc.complete.(Liftupto 1.5 m.) By Mechanical Means (SSR ITEM NO ; 21.02 )

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR ITEM NO ; 46.12 )

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.. (SSR ITEM NO ; 21.38 )

Providing and laying Castinsitu/ReadyMix cement concretein M-10 oftrap / granite/ quartzite/ gneiss metal for foundation and bedding including bailing out waSter,Steel centering ,formwork ,laying/pumping,compacting,roughening them if special finishis to be provided,finishing if required and curing complete,with fully automatic microprocessor based PLC with SCADA enabled reversible DrumTypemixer/concrete Batch mixp lant(Panmixer) etc. complete. With fine aggregate (Crushed sand VSI Grade (SSR ITEM NO ; 24.01 )

Providing and constructing Concrete Inspection Chamber for (800 mm ) 90cmx45cmx90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channel shalfround G.S.W.pipes,C.C. Wall,plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete

Providing and constructing Concrete Inspection Chamber for (1000 mm ) 90cmx45cmx90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channel shalfround G.S.W.pipes,C.C. Wall,plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete

Providing and laying cement concrete pipe of IS 458:2003 NP2 class of 800 mm diameter in proper line,level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(SSR ITEM NO ; 11.10 )

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. .(SSR ITEM NO ; 11.12 )

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 800mm diameter in proper line, level and slope etc. complete.(SSR ITEM NO ; 11.15 )

Filling in plinth and floors with contractors material/brought fromout side and approvedbyEngineerinchargein layers of 15cmto20cmincludingwateringandcompactionetc.complete (SSR ITEM NO ; 21.36 )

Disposing of the excavated material for upto 5km from the place of work including loading unloading as directed by Engineer in Charge.

Providing selected hard murum filling including laying in layersof 15to20 cm with watering and compacting etc. complete. (SSR ITEM NO : 11.24 )

Providing and laying in situ/ready mix M20 CC of trap/granite/quartzite/gneiss metal for Wearing Course 8 cm thick including compacting,finishing,curing and filling in joints with bitumen etc.complete.(with fully automatic micro processor based PLC with SCADA enabled concretebatch mix plant/pan mixer with fine agreegate so frequired specifications (VSI sand finely washed etc ) (SSR ITEM NO ; 14.39)

Providing and laying insitu/readymixM-20 cement concrete of trap/granite/quartzite/gneiss metalfor Approach Slab/Rigid Pavement including compacting,finishing,curingetc.complete.(excluding reinforcement) (with reversible drum type mixer/concrete batch mix plant (panmixer) with SCADA with fine agreegates of required specifications (VSI sand finely washed etc ), cement 6.40 bags/cumt)(SSR ITEM NO :-11.25)

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.(SSR ITEM NO:-26.33)