Municipal Affairs Department Tender

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Dismantling kerb stone channels by manual means anddisposal of dismantled material with all lifts and upto aead of 1000 m as per Technical Specification Clause 202 for Rural Roads of MORD.

Labour for picking up existing metalled roadsurface to a specified average depth, including screening and stacking the pavement materials. (c) For average depth above 75 mm but not exceeding 150mm by manual means: (i) Stone-metal surface.

Brick / Jhama metal surface.

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

For each additional Depth of 150mm and part thereof.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, makingearthen bundh to protect the edges including costof quality control complete as per Clause 406 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision).

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i)On Bituminous Surface (Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm.)

on Granular surfaces treated with Primer (Using Bitumen emulsion at the rate of 0.25 to 0.3kg per sqm

Supplying & laying as per IRC-SP:063-2004 paver unit of anyshade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5.60 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation. (ii) Coloured Decorative

Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temparature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per clause 504 of specifications for Road & Bridge works of MoRT&H (5th Revision). B. For Grading1 (40mm nominal size, 80-100mm thick.) (ii) Using Drum mix type HMP of minimum capacity 100 - 120 TPH A) For Grading I (37.5 mm nominal size, 75-100 mm Thick) (i)Using Drum Mix type HMP of minimum Capacity 100-120TPH

Mastic Asphalt Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler materialand bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision i) 50mm thick

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface (ii) With 1:4 cement mortar (a) 20 mm thick plaster

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codesRate of Item as per relevant section of this schedule (a) Pakur Variety

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. Other than SAIL/ TATA/RINL

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm thick wooden shuttering as per decision & direction of EIC

Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(ii)5 MT load bearing capacity gully pit cover with frame and hingearrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mmWeight: 100 kg (approx)

Supply of High Density Poly-ethylene Pipe confirming to IS-4984-1985(Dia.)[PE-63] A. 6 Kg/Sq-cm (Working Pressure) i)110 mm

Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. ) A. Under ground i)110mm

Supplying Sal-bullah piles at work site, including dressing and making one end pointed 125mm diameter

225mm diameter

Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (vi) 225mm diameter

Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.

Butt joining Sal-bullah / Eucalyptus bullah piles of diameter from 20 cm. to 30 cm. inserting 25 mm. dia and 45 cm long M.S. Rod as dowel bar 22 cm. minimum at the centre of each bullah and fastened with 4 nos. 75 cm. long 65 mm. x 65 mm. x 10 mm. M.S. angles placed diametrically opposite to each other and fixed by nuts and bolts (16 mm. dia.)-8 nos. and washers being tied with 4 Nos. 50 mm. x 6 mm. M.S. Flat suitably profiled to grip the M.S. angle at upper and lower ends of M.S. angles fitted and fixed with nuts, bolts and washers etc. including coaltarring two coats complete etc. as per, drawing and direction of the Engineer-in- Charge

Coating of "Epoxy"resin of thickness not less than 160 micron with a low viscocity,crystallisation - resintent epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS5493 standard and a poly amide or amido poly amine or any suitable hardner it shall react with epoxy resin at normal ambient temperature, suitable for solvent free coating as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to be satisfaction of EIC.[This item will be operated on prior permission from the concerned SE/ Dy. Chief Engineer]

Supplying empty cement bags in good condition

For driving from specially made pontoon/platform for driving of Salbullah

M.S. Works in bolts and nuts of different sizes fitted and fixed in position including drilling holes and welding including cost of labour and materials.

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

Galvanised plain sheet works (excluding supporting framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete. (b) In wall: with 0.63 mm. sheets.

Add GST@18% on Sl. No. 1 to 6

Add labour cess @1% on Sl. No. 1 to 7