Municipal Administration Department Tender

Vibrated P.C.C. grade,1:2:4 (Nominal mix) MORTH 12.8 B using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-V-i-(with form work)

Vibrated Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture.All work upto plinth level.-BLD-CSTN-2-5 without formwork

Vibrated plain cement concrete (1:3:6) using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-I-i ((WITH FORM WORK)) For side walls

Vibrated plain cement concrete (1:3:6) using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-I-i ((WITHOUT FORM WORK)) For Quenet

Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and labour charges etc., (page No.680)-BLD-CSTN-6-1-amendment For Quenet

Vibrated reinforced cement concrete M 30 using 20 mm graded HBG including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR - FNDN 4 / g

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 / 19. - Fe 415

Collection and spreading of crusher stone dust including cost andconveyance from source to site and labour charges for loading, unloading,filling and consolidation charges ctc., completed.BLD-CSTN-2-8(amendment)

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. RBR-CCPV-5