Municipality Tender

CC road;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

CC road;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.

CC road;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 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg

CC road;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-charge

CC road;RBR-SBBS-11 B: Providing, laying, spreading and compacting graded stone aggregate to wet mis macadam specification including premixing the material with water at OMC in mechanical miser (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub-base and compacting with Vibratory Itoller 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

CC road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thackrums an per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 ?30 (Grade), coarse and fine aggregates conforming to 15: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh butcher 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, raken, compacted using needle. scareed and plate vibrators and finished in continuumus operation including provision of contraction and expansion, construction points. applying debonding strips, primer, sealant, dowel hars, 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

CC road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum presssure 07-08 atmospheres as per the standard procedure floating with power floater,mechanical travelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour,fuel etc.complete for finished item of work as directed by Engineer-in-charge of the workas approved rate)

CC road;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Groooves 2 3mm)

CC road;Carting of surplus earth including loading, unloading and conveyance up to 3kms including all labour charges RBR-FNDN-2 Qty as per iem No.01