Municipality Tender

Civil;Laying P.C.C (1:4:8) using 40 mm H.B.G Metal with Concrete Mixture including cost & conveyance of material, Labour charges, centering, Machinery, laying in position, vibration, curing for 7 days and all incidental charges etc., complete

Civil;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete

Civil;Plain Cement Concrete corresponding to M 15 Grade as per IS 456 equivalent to (1:2:4) proportion nominal mix using 20 mm H.B.G Metal from approved quarry including cost and conveyance of materials, all operational, incidental and labour charges such as mixing, laying, curing concrete etc., complete

Civil;Fabrication of reinforcement and placing in position of H.Y.S.D bars complete as per drawings and technical specifications for bars below 36 mm dia including overlaps and wastage including cost of steel and binding wire etc., complete - 1 Kg (BLD-CSTN-2.18)

Civil;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 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 appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared 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

Civil;Removal of Wet Silt and Sludge from Sullage Drains with aid of baskets and vessels - 1 Cum

Civil;Conveyance of excavated Silt from Sullage Drains to a lead of beyond 1 Km - 1 Cum

Civil;Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper

Civil;Brick Masonary in C.M (1:5) using 2nd Class well burnt ground moulded traditional size bricks of locally available having a crushing strength of not less than 35 Kg./Sq.Cm & size of 23x11x7 Cm including cost & conveyance of Material, mixing of Cement Mortar & laying of bricks & mortar to specified thickness, watering, curing, including all scaffolding, hire & operational charges of Machinery, all Labour charges & all water lead charges etc. complete (BLD-CSTN-3-1)

Civil;Plastering in C.M (1:4) 12 mm thick including cost and conveyance of material, Labour for mixing Material, laying and curing etc., complete - 10 Sq.M (BLD-CSTN-6.2)

Civil;Filling with Red Earth for trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH (revised RBR-FNDN-2.i)