Municipality Tender

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

UGD Drain;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 Drain;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 Drain;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 subbase 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. RBR-SBBS-11 For Pipeline

UGD Drain;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

UGD Drain;Carting of surplus earth including loading, unloading and conveyance upto 3kms including all labour charges RBR-FNDN-2 Qty As per NO 1 Restrictes tu @75%

UGD Drain;Earthwork in excavation for roadway in soil and drains as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (RBR-FNDN-1)

UGD Drain;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 12Kg

UGD Drain;Supply, delivery, lowering of 300 mm dia. RCC 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 lead upto 500 meters including cost of rubber rings as per BIS No. 10 783/1985. etc. complete - 1 Rmt.

UGD Drain;Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, including seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)-BLD-CSTN-3-5

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

UGD Drain;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 Drain;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 Drain;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 subbase 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. RBR-SBBS-11 For Pipeline

UGD Drain;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

UGD Drain;Carting of surplus earth including loading, unloading and conveyance upto 3kms including all labour charges RBR-FNDN-2 Qty As per NO 1 Restrictes tu @75%

UGD Drain;Earthwork in excavation for roadway in soil and drains as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (RBR-FNDN-1)