Municipality Tender

Raod and Drain;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing). spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips. primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Raod and Drain;RBR-SBBS-11 (B).: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN/Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/MORTH

Raod and Drain;RBR--EECD-8(c): Earthwork excavation for road way in soil by mechanical means reluding cutting an to isde of embankment upto a lead of 100 metres including trimming bottoan and side slopes in accordance requirements of lines, grades and cross sections etc,, complete for finished item of work for trench catting per MCRA specification No.301 and as directed by the Engineer-in-Charge

Raod and Drain;Plain Cement concrete (M 20) Nominal Mix using 20mm Graded Metal corresponding to Table 9 of IS 456 using (20mm+10 mm) size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work-BLD-CSTN-2-11 Top Slab

Raod and Drain;Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded BLD-CSTN- 2-18 For Slab

Raod and Drain;Plain Cement concrete M20 using 20 mm HBG graded metal machine crushed granite from approved qua including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, inclus seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, Ces and laying concrete in under bed and side walls, compacted by vibration including curing for 14 days com but excluding cost of steel and its fabrication charges for finished item of work as per drawings and tech specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4

Raod and Drain;Plain Cement concrete (1:3:6) using 20 mm HBG graded metal machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing. Centering and laying concrete in under bed and side walls, compacted by vibration including curing for 14 days complete but excluding cost of steel and its fabrication charges for finished item of work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4 base slab

Raod and Drain;Plain Cement Concrete (1:4:8) (cement: fine aggregate, Coarse aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, including seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (AP55 No. 402)-BLD- CSTN-3-5

Raod and Drain;Supply and Filling with Crusher Stone Dust as per drawing and technical specification Clause 305.3.9 MORD 304 MORTH including cost and conveyance of work. [RBR-FNDN-2.i)

Raod and Drain;Earthwork in excavation for roadway in soil and drains as per trawing and technical specifications Clause 305.1 including setting out, removal of stumps and other jelas per drawing and dispenal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (RBR-FNDN-1)

Raod and Drain;Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg.

Raod and Drain;Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985.

Raod and Drain;BLD-CSTN-2-7 Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:5:10) prop (Cement: fine aggregate: coarse aggregate) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, seigniorage charges on all materials, labour charges, for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.Bed for under Pipeline

Raod and Drain;RBR-FNDN-1-(1-A-i) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 305 MORD / 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Line trenches by manual means.

Raod and Drain;Manufacture, Supply and Delivery of 300 mm dia NP3 R.C.C. Spun/Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Including transportation & taxes. 300 mm dia NP3 pipes