Municipality Tender

UGD and VDCC;Plain Cement concrete (1:3:6) using 20 min thes granted mal machine crushed granite fromising 20 mm praeding cost and conveyance of all materials like cement, sand, coarse aggregat ta water etc. to site, including seigniorage charges, sales de other tases on all materials and including all charges for machine mising 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 For CC Drain Bed

UGD and VDCC;Supply and Delivery of 300 mm dia NP2 class S/S pipes carefully into the ready made 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 etc., complete.

UGD and VDCC;TBSP-B-II.02-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.

UGD and VDCC;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

UGD and VDCC;Construction of un-reinforced, dowel jointed at expansion and construction 1501 zent, thickness as per design, over a prdat expansion and construction jointer Type esper 0501.2.2 M30 (Grade), coarse and fine aggregatred sub bass, with 4 grade concrete f 0.2 cum capacity and appropeiate weight gregates conforming to 15: 383, approved fed side form and of 125 mictron thick polythe seedged to plates including levelling the channel, laying and fixing per drawing), spreading the concrete in thick polythene film, wedges, stor plode, scareed and plate vibrators finished in continuous operation including provision of contraction and expansion, construction junts, p debonding strips, primer, sealant down provision of contactice bridge/culvert and construction Joints, approved, curing of concrete slabs for 21-days, curingprompound where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

UGD and VDCC;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 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical travelling, finishing with sound edges and corners, including hire and operational charges of machinaery labour fuel etc., complete for fiished item of work as directed by Engeer-in-charge of the workrs (per quotation)

UGD and VDCC;Saw cut joints for freshly laid concrete pavement including all material and labour charges(Groooves 2-3mm) (as per quotation)

UGD and VDCC;Construction of granular sub-base by providing well graded material/Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN/ Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH, by using machinery chapter-3 RBR-EECD-15