Municipality Tender

Earthwork in excavation for Drain as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.

Stone Dust Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH this rate including cost and conveyance of materials Excluding seigniorage charges filling charges and all labour charges etc complete as per SS and as directed by the Department Officer in charge of the work.

Plain Cement concrete (1:4:8) using 40 mm metal from approve source This rate including cost and conveyance of materials including mixing charges, laying charges, curing charges and all labour charges etc complete as directed by the Department Officer in charge of the work.

R.C.C grade M 20 (design Mix) (MORD) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH -P.No. 558. (RBR-SBST-5 (V) (i) Height up to 5M for Drain Bed

R.C.C grade M 20 (design Mix) (MORD) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH -P.No. 558. (RBR-SBST-5 (V) (i) Height up to 5M for Body Walls

R.C.C grade M 20 (design Mix) (MORD) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH -P.No. 558. (RBR-SBST-5 (V) (i) Height up to 5M Culvert slab

S&F HYSD / TMT/ Ms bars (Lap splicing) Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT)/ Mild steel (MS) stell bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars, including cost and conveyance of binding wire, cover blocks and all incidental, operational labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., completed for finished item of work in all floors. (APSS No.126)

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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. - P.No. 414. RBR- CCPV- 5.

Disposal of surplus earth with a lead of 2km over initial lead including conveyance charges, loading charges and all labour charges etc complete