Municipal Affairs Department Tender

Relaying &resetting interlocking paver block 60 mmof any shade and of approved quality over 75 mm thick medium sand as per IS:1237 -1980 laid in pattern as directed in pavement,Footpath,drive way etc. including necessary underlay complete in all respect with all labour and materials (Border concrete if necessary to be paid seperately)

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) B) Do - by fine sand

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

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

Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63] A. 6 Kg / Sq.Cm. (Working Pressure) (Dia) 75mm

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 SAIL/ TATA/RINL

Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. (only the area in contact with concrete to be measured)

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. ) (B) Under ground (viii) 75 mm dia. / 80 mm dia.

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] (i) With 1:6 cement mortar (b) 20 mm thick plaster

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.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. By mechanical means (without milling machine) (ii) From 50 mm to 100 mm thick

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.

Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) 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 temperature by means of approved and suitable arrangements 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 Specifications for Road &Bridge Works of MoRT&H (5th Revision). (a)For Grading 2 (19 mm nominal size, 50-75 mm thick.)

Providing & laying Semi-dense Bituminous Concrete(SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified layingtemperature, thorough rolling with power rollerwith necessary hand packing and pinning to give anuniform surface to achieve the desired density of atleast 98% of that of Laboratory Marshall specimen,including the cost and carriage of aggregates, filler and binder, heating the binder, preheating theaggregates, and filler to the specified temperature,including the hire charges of Hot Mix Plant and othermachineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. For Grading II(10 mm nominal size, 25 – 30 mm thick) Using Drum Mix Type HMP of minimum capacity 40-60 TPH

Dismentling steel tubular/Rail/Strut embeded in C.C. foundation including excavation, filling of holes, restoring surface, loading at site and delevering, unloading , sorting, stacking properly at any place as per direction upto a lead of 1.6 K.M.

SUPPLYING OF FOLLOWING XLPE INSULATED ALUMINUM CONDUCTOR ARMORED CABLES OF 1.1KV GRADE AS PER IS 7098 (PART 1) 1988 For Trident Decorative Lighting. 18 no. span x 20 mtr each = 360 mtr (ii) 10 sqm 4 core

Laying of one No. cable upto 35 Sqmm. In underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, levelling up and restoring surface duly rammed.

Supply and delivery of 50mm heavy gauge Polythene Pipe

Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables. Size: 10 sqmm, 4 core.

Finishing the end of XLPE/PVC armoured cables by crimping method including supplying and fixing solderless socket (Dowels make), taps, anticorrosive paste & jointing materilas. i) 4 core, 10 Sqmm.

Erection of Minipole of height 3.25 mtr to 5.0 mtr. in C.C Foundation 0.46 m * 0.46 m * 0.9 mtr depth of 1:3:6 cement concrete with hard jhama metal / stone chips including muffing of 0.3 m * 0.3 m * 0.3 m painting the pole with 2 coats of Aluminium paint over a coat red oxide.

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) By ISI-Medium GI pipe

Excavation of soil for installation of Earth Electrode and filling & ramming. (a) For Soft Soil

Add GST@18% on Sl. No. 1 to 28

Add labour cess @1% on Sl. No. 1 to 29